Cooper B-Line Seismic Restraints - Dixie Construction Products

SEISMIC RESTRAINTS 

Multi-Directional Bracing For Electrical Conduit, 

Cable Tray And Mechanical Piping Systems 

SYSTEMS THAT MAKE SENSE

INTRODUCTION 

INTRODUCTION 

What is Seismic Bracing? 

Seismic forces are exerted on a building and its contents during an earthquake. These forces act 

horizontally upon the structure itself, as well as the piping, cable trays, ductwork, and other building 

systems within. Typical supports for piping, trays, and other equipment are designed for the gravity, 

or vertical, loads but do not take into account the horizontal loading caused by earthquakes. Seismic 

restraints (i.e. braces) resist the horizontal forces and keep the systems in place and secure. The main 

purpose of seismic bracing is safety- to minimize the loss of life due to an earthquake. 

Seismic Bracing Requirements 

The rules and requirements for the seismic restraints are published in the model building codes: The 

Uniform Building Code (Inter national Conference of Building Officials), National Building Code 

(Building Officials and Code Administrators), Standard Building Code (Southern Building Code 

Congress International), and the International Building Code. Each code is similar in nature, and has a 

chapter on structural forces which defines the level of seismic force that must be used in the design of 

seismic restraints. 

The amount of seismic force (as determined by the building code) is given as a percent of the 

components’ weight, or g-force. If the horizontal force is determined to be 50 percent of the piping 

weight, for example, the seismic force is .5g. 

The seismic "g-value" can vary greatly depending on the nature of the project. Critical buildings in a 

high seismic zone have larger g-value requirements than warehouses in zone 1. 

Factors that govern the seismic g-values used for design: 

• Seismic Zone 

• Soil Type 

• Building Type 

• Distance from known faults 

• Elevation within building • Anchorage Type 

• System being braced 

The design professional should use these factors and the applicable building code requirements to 

determine the proper g-values to be used for the project. 

This manual has been developed under the requirements of the 2001 California Building Code, 

and contains seismic bracing details that can be used for seismic bracing projects up to 1.0g (ASD) or 

1.4g. The brace spacing charts, required details, and rod loads must be determined for the specific 

g-value for the project and shall be submitted to the engineer of record prior to construction. The 

determination of the seismic force level shall also be submitted to the engineer of record and to 

OSHPD for hospital projects in the state of California prior to construction. However, the seismic 

force level need not be submitted to the engineer of record or OSHPD if included in the original 

construction documents. This brochure contains charts for a variety of g values, however custom charts 

can be created to reflect different g-values as required for the project. Contact B-Line Engineering at 

618-654-2184 with your requirements. 

A copy of the complete Seismic Restraints Manual shall be on the jobsite for the duration of the 

project. Appropriate shop drawings signed/stamped by the architect or engineer of record must also 

be kept. OSHPD reserves the right to review these upon request. 

COOPER B-Line 

509 West Monroe Street 

Highland, Illinois 62249 

Phone: 800-851-7415 

Fax: 618-654-1917 

Date: 

Page No. 

Sheet Number: 

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Raafat S. Aboulhosn 

Structural Engineer S 3913

TABLE OF CONTENTS 

General Information & Notes ................................ 1 - 11 

Single Pipe/Conduit Bracing Selection ....... 12 - 16 

Trapeze Bracing Selection .................................... 17 - 20 

Trapeze Members ........................................................ 21 - 22 

Structural Attachment Selection ................................. 23 

Concrete .......................................................................... 24 - 33 

Wood ................................................................................. 34 - 37 

Steel .............................................................................................. 38 

Hanger Rod Attachments & 

Approved Components ....................................................... 39 

Concrete .......................................................................... 40 - 46 

Wood ............................................................................................ 47 

Steel ................................................................................... 48 - 56 

Approved Components 

Rod Stiffeners ................................................................ 57 - 58 

Adjustable Hinge .......................................................... 59 - 60 

Hardware ......................................................................... 61 - 62 

Pipe Hangers/Clamps .............................................. 63 - 71 

Anchoring Components .......................................... 72 - 78 

Metric Conversion Charts .................................. 79 

Seismic Map ....................................................... 80 

Appendix 1 

Support Spacing Charts For 

Single Pipe/Conduit Applications (.15g, .30g, 

.45g, .50g, .75g and 1.00g) ................... 82 - 106 

Appendix 2 

Support Spacing Charts For 

Trapeze Applications (.15g, .30g, .45g, .50g, 

.75g and 1.00g) .................................. 108 - 145 

Appendix 3 

Proof Test Instructions For Concrete 

Anchors (IR26-6) ........................................... 146 

Appendix 4 

Calculating Your Seismic Force Level .... 147 - 155 

Appendix 5 (Beyond the scope of OSHPD) 

Additional Engineering Approvals ................... 156 




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GENERAL INFORMATION 

B-LINE SEISMIC RESTRAINT SYSTEMS a re designed to resist seismic loading while minimizing 

installation time and providing superior perf o rmance. On the following pages, several methods of seismic 

bracing are illustrated. The choice of brace design should be governed by the system requirements and location 

of supports. 

Actual applications may vary and are not strictly limited to the combinations of fittings and supports shown. 

Any changes to the depicted designs should be in accordance with standard engineering practices and be 

approved by OSHPD (California Office of Statewide Health Planning & Development) if necessary. 

For additional information on hangers, channels, fittings, and hardware shown, see the latest B-Line Strut 

Systems Catalog or Pipe Hangers and Supports Catalog. 

Seismic restraints are designed to resist the horizontal seismic force in two primary directions: Transverse 

(perpendicular) and Longitudinal (parallel) to the run. The braces are attached to the building with a structure 

attachment (for concrete, steel, wood, etc.) of various anchor sizes. Typically, the stronger the structure 

attachment, the greater the brace spacing allowed. 

The following steps detail how to use the brochure: 

Step 1: Select the bracing details for single pipe hangers or trapeze supports. 

Step 2: Obtain required force level (%g) from applicable code for local jurisdiction or from the structural 

engineer of record. 

Example: 2001 California Building Code 

As defined in the 2001 California Building Code, Chapter 16A, Section 1632A, the seismic horizontal 

force, F p , may be calculated using the following formula: 

F p = a pC a I p 

(1 + 3 • hx )W p 

R p h r 

Where: 

Except that: F p shall not be less than 0.7 C a I p W p and need not be more than 4 C a I p W p . 

F p = Seismic Force Level 

a p 

= Amplification Factor (Table 16A-O) 

R p = Component Response Modification Factor (Table 16A-O) 

= 3.0 for electrical, mechanical and plumbing equipment and associated 

conduit, ductwork and piping utilizing deeply embedded anchors. (Table 16A-O) 

= 1.5 for installations using concrete anchors with an embedment-to-diameter 

ratio less than 8. 

i.e. a 1 /2" diameter concrete anchor with an embedment of less than 4" inches. 




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I p 

= Importance Factor (Table 16A-K) 

= 1.5 for Essential facilities such as Hospitals, Fire Stations, Police Stations, 

Aviation Control Towers, etc. consult Table 16A-K in CBC for a detailed listing. 

= 1.0 for most other occupancies 

C a = Seismic Coefficient. This is a cumulation of several factors: 

Zone, Soil Properties, and distance from known fault. 

(Table 16A-I, Table 16A-J, Table 16A-Q, Table 16A-S, and Table 16A-U) 

h x 

= Element or component attachment elevation with respect to grade. 

Note: h x shall not be taken less than 0.0 

h r 

= Structure Roof Elevation with respect to grade. 

Special Note: This manual is based on allowable stress design (ASD), where as the seismic force level 

(%g or F p ) for non-structural components provided in building codes are based on strength design. For 

use in this manual, the seismic force levels (F p ) from the building code are converted to allowable stress 

design by dividing the result by 1.4. 

Example: If the building code yields, (F p ) = 1.4g, this value is converted to allowable stress design (ASD) 

as used in this catalog as follows: F p =1.4g/1.4=1.0 g 

Strength Design to Allowable Stress Design Conversions 

.21g from building code = .15g (ASD) 




1.05g from building code = .75g (ASD) 

1.40g from building code = 1.00g (ASD) 

Example One, Deeply Embedded Anchors: 

Cable tray system is installed on the 1st floor of a 40-foot tall, 2-story surgical center in California. The 

cable tray is actually suspended from the bottom of the 2nd floor, which has an elevation of 20 feet 

above grade. Location of the surgical center is in seismic zone 4 with a rock soil profile. 


(1 + 3 • hx )W p 

R p h r 

a p = 1.0 from Table 16A-O 




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C a = .40Na from Table 16A-Q, which is a combination of Zone and Soil profile 

Zone 4 = .40, from Table 16A-I 

Rock Soil Profile = SB, from Table 16A-J 

Seismic Source Type = B, for faults other than Type A & C (Table 16A-U) 

Near Source Factor (Na) = 1.0, for 5 km from known seismic source (Table 16A-S) 

I p 

= 1.5 from Table 16A-K, Occupancies having surgery and emergency treatment areas. 

R p = 3.0 from Table 16A-O for deep embedded anchors 

h x = 20 feet 

h r 

= 40 feet 

F p = (1.0)(0.40(1.0))(1.5) (1 + 3 • 20 )W p = 0.50W p = 0.50g 

3.0 40 

Check if value falls within limits: 

F p shall not be taken less than, 0.7C a I p W p = 0.7(.40)(1.5)W p = .42g 

F p shall not be greater than, 4.0C a I p W p = 4.0(.40)(1.5)W p = 2.4g 

2.4g > .5 > 0.42g Therefore allowing the use of 0.50g 

To convert this F p from a strength design to an Allowable Stress Design (ASD) used in this catalog 

divide by 1.4. 

F p = 0.50g = 0.36g (ASD) 

1.4 

0.36g is the Allowable Stress Design Seismic Load Factor determined from the 2001 California 

Building Code. 

Special Note: A table for .36g (ASD) is not available in this catalog. When seismic force levels (%g or 

F p ) falls between catalog table values (i.e.: .15g, .30g, .45g, etc.) the seismic force level shall be 

rounded up to the next highest cataloged force level. 

Example: If F p = .36g (ASD), then use catalog tables for .45g (ASD). 

Example Two, Shallow Embedded Anchors: 

Special Note: Installations using concrete anchors installed with an embedment length-to-diameter 

ratio of less than 8, also referred to as shallow embedment anchors, have an adjusted Component 

Response Factor. The adjusted factor R p = 1.5. 




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Cable tray system is installed on the 1st floor of a 40-foot tall, 2-story surgical center in California. 

The cable tray is actually suspended from the 2nd floor, which has an elevation of 20 feet above 

grade. Location of the surgical center is in seismic zone 4 with a rock soil profile, shallow 

embedment anchors are used for brace locations. 

a p 

= 1.0 from Table 16A-O 


(1 + 3 hx • )W p 

R p h r 

C a = .40Na from Table 16A-Q, which is a combination of Zone and Soil profile 

Zone 4 = .40 from Table 16A-I 

Rock Soil Profile = SB from Table 16A-J 

Seismic Source Type = B for faults other than Type A & C (Table 16A-U) 

Near Source Factor (Na) = 1.0 for 5 km from known seismic source (Table 16A-S) 

I p 

= 1.5 from Table 16A-K, Occupancies having surgery and emergency treatment areas. 

R p = 1.5 adjusted for Shallow Embedment Anchors 

h x 

h r 

= 20 feet 

= 40 feet 

F p = (1.0)(0.40(1.0))(1.5) (1 + 3 • 20 )W p = 1.0W p = 1.0g 

1.5 40 




2.4g > 1.0g > 0.42g Therefore allowing the use of 1.0g 

To convert this F p from a strength design to an Allowable Stress Design (ASD) used in this catalog 

divide by 1.4. 

F p = 1.0g = 0.71g (ASD) 

1.4 

0.71g is the Allowable Stress Design Seismic Load Factor determined from the 2001 California 

Building Code for shallow embedment anchors. 

Special Note: A table for .71g (ASD) is not available in this catalog. When seismic force levels (%g or 

F p ) falls between catalog table values (i.e.: .15g, .30g, .45g, etc.) the seismic force level shall be 

rounded up to the next highest cataloged force level. 

Example: If F p = .71g (ASD), then use catalog tables for .75g (ASD). 

Note: For other Code examples see Appendix 4 




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Step 3: 

With required force level (%g), obtain the transverse and longitudinal brace spacing from 

Appendix 1 (single pipe) or Appendix 2 (trapeze hanger). The following notes shall be followed: 

a) B reak the length of pipe into separate straight runs, which are considered to be a single straight 

section between any bends in the pipe except where the bend is at an offset of less than the 

maximum offset length as defined below. 

Table 1 - Steel Pipe or Conduit 

Nominal Max. Offset Length (ft) 

Pipe 

Size 0.15g 0.3g 0.5g 0.75g 1.0g 

5 4 4 4 4 3 

6 6 6 6 6 5 

8 10 10 10 9 7 

10 10 10 10 10 9 

Table 2 - Copper Tubing 

Nominal Max. Offset Length (ft) 

Tubing 

Size 0.15g 0.3g 0.5g 0.75g 1.0g 

12 4 4 4 4 4 

Note: The tabulated values represent pipe and tubing with moment and shear transfering joints. 

T h e re f o re, for use of these tables pipes shall have welded, brazed, or UL Listed grooved joints. Pipe and 

tube sizes not listed above or joined as re q i u i red shall be limited to a maximum offset length of 2 ft. 

Maximum Offset Length (ft.) 

b) Brace each straight run in the transverse direction at both ends. Where several short runs occur, 

see note e) on the following page. 

Straight Run 

Transverse bracing at both ends of the pipe run 




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c) Check the required spacing for transverse bracing (Appendixes 1 & 2) and compare it to the 

length of the straight run. If the length of the straight run is greater than the allowable distance 

for transverse bracing add transverse braces until the spacing does not exceed the allowable 

transverse brace distance. 

Straight Run 

Additional Transverse Braces 

d) Each straight run must have at least one longitudinal brace. Add longitudinal braces so that the 

spacing does not exceed the allowable longitudinal brace spacing in Appendixes 1 & 2. 

Straight Run 

Longitudinal Brace (Transverse brace 

for the adjacent run) 

Longitudinal Brace 


(Transverse brace for 

the adjacent run) 

24” (610mm) Max. 

24” (610mm) Max. 

Note: A transverse brace may dually act as a longitudinal brace for an adjacent run when it is 

located within 24” of the adjacent straight run. However, Appendixes 1 & 2 shall be reviewed to 

use the stronger of the longitudinal or transverse brace re q u i rements, i.e. anchor and other 

component sizes. 




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e) In many cases, several short runs occur one after the other. Based on previous requirements, 

each straight run requires a longitudinal brace when the adjacent short runs exceed the maximum 

offset length (ft.). When the adjacent short runs do not exceed the maximum offset length (ft.) the 

longitudinal braces can act as transverse braces as long as the allowable transverse brace spacing 

(Appendixes 1 & 2) is not exceeded. 

In the following layout, transverse braces are used as longitudinal braces when the straight runs 

are less than the maximum offset length (ft.). When a straight run exceeds the maximum offset 

length (ft.) additional braces are required. 

First Transverse Brace 

Second Transverse Brace 

Longitudinal 

brace 

Two braces may 

be required. 

Straight run 

exceeding the 

maximum offset 

length (ft.) 

Longitudinal 

brace 

Short run less 

than the maximum 

offset length (ft.) 

Multiple offsets can be treated as a single run when the 

total offset is less than the maximum offset length (ft.). 

Plan or Elevation 




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f) When a flexible connection or swing joint is used, such as at a pipe drop to mechanical 

equipment, the pipe may cantilever at a length equal to or less than half the allowable transverse 

brace spacing (Appendixes 1 & 2). When greater than half the allowable transverse brace 

spacing, support to the floor is required as shown below. 

Straight Run 

Transverse brace at the 

end of horizontal run 

Requires a flexible connection or 

swing joint between equipment. 

Allowable Transverse Brace Spacing 

2 

Mechanical equipment. 

Floor 

If < 6 ft. 

Support to Floor 

Is Required. 

Step 4: Note the structure connection type (brace anchor requirements) from the Appendix, 

and select the brace anchorage detail to suit (pages 23 thru 38). 

Step 5: Note the hanger rod load from the Appendix, and select a rod attachment to structure 

to suit (pages 39 thru 56). 

Step 6: Check if rod stiffeners are required (pages 57 & 58) to prevent the hanger rod from 

buckling. 

Seismic restraints may typically be o m i t t e d for the following conditions where 

flexible connectors are provided between components and the associated 

ductwork, piping, and conduit: 

1. Fuel, medical gas, and vacuum piping less than 1 inch (25 mm) inside diameter. 

2. All other piping less than 2 1 /2 inches (64 mm) diameter, or: 

• All piping suspended by individual hangers 12 inches (305 mm) or less in length from the top 

of the pipe to the bottom of the structural support for the hanger 

• All electrical conduit less than 2 1 /2 inches (64 mm) trade size 

3. All rectangular air-handling ducts less than 6 ft 2 (0.56 m 2 ) in cross sectional area or: 

• All round air-handling ducts less than 28 inches (711 mm) in diameter 

• All ducts suspended by hangers 12 inches (305 mm) or less from the top of the duct to the 

bottom of the structural support for the hanger; where the hangers are detailed to avoid 

bending of the hangers and their connections. (To eliminate bending moment, flexible 

connections may be used. See B752 on page 49 or B446 & B446C on page 56) 

Where lateral restraints are omitted, the piping, ducts, or conduit shall be installed such that lateral 

motion of the piping, duct, or conduit will not cause damaging impact with other systems or 

structural members, or loss of vertical support. 

NOTE: Reference building code enforced by local authority with jurisdiction for specific 

requirements, and verify all omissions or exemptions with structural engineer of record. 




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GENERAL NOTES FOR SEISMIC BRACING 


A) The seismic restraint assemblies shown in this pre-approval document are designed to resist 

vertical loading simultaneously with seismic loading (transverse & longitudinal loading). Design 

recommendations shown are for single standard weight steel pipes filled with water. Contents 

other than water shall be evaluated by the user. Pipes of other approved materials shall be 

supported in accordance with their approved installation standards. Details not shown in this 

pre-approval shall be submitted to OSHPD for approval before installation if necessary. 

B) This bracing system is limited to the pipe sizes and support details shown. Special 

consideration must be given for pipe material and connections, insulation, thermal movement, 

vibration, and building seismic joints. 

C) Transverse and longitudinal braces shall be no more than 45° above or below the centerline of 

the pipe, duct, or tray. 

D) All channel and pipe clamp nuts and bolts shall be tightened to the following torques: 

1/4"-20 to 6 ft.-lbs. (8 N•m) 

3/8"-16 to 19 ft.-lbs. (26 N•m) 

1/2"-13 to 50 ft.-lbs. (68 N•m) 

5/8"-11 to 65 ft.-lbs. (88 N•m) 

3/4"-10 to 75 ft.-lbs. (101 N•m) 

E) The transverse and longitudinal bracing spacing listed in Appendix 1 & 2 is based on ductile 

piping (steel, copper, etc.) with ductile connections (welded, brazed, etc.) and has the following 

limitations: 

1) Transverse bracing shall not exceed 40’-0” (12.2 m). 

Longitudinal bracing shall not exceed 80’-0” (24.4 m). 

2) Fuel piping shall have transverse bracing 20'-0" (6.1 m) o.c. maximum and 

longitudinal bracing 40'-0" (12.2 m) o.c. maximum. 

3) Non-ductile piping, and piping with non-ductile connections shall have transverse 

bracing 20'-0" (6.1 m) o.c. maximum and longitudinal bracing 40'-0" (12.2 m) o.c. 

maximum or 1 /2 of the calculated brace spacing indicated in Appendix 1 or 2, 

whichever is more restrictive. 

F) Transverse bracing for one pipe section may also act as longitudinal bracing for the pipe 

section connected to it, if the bracing is installed within 24 inches (609 mm) of the elbow or tee 

of similar size. Figures 2 and 4 do not serve as adequate longitudinal braces. 




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G) Branch lines of a smaller diameter shall not be used to brace main lines. 

H) Where rod stiffeners are required a minimum of two hanger rod stiffener assemblies shall be 

installed. (Part number SC-228 or SC-UB) 

I) It is important to check anchorage details against the applicable building code requirements. 

Seismic design forces may increase substantially when anchors are considered “shallow” 

(embedded less than 8 times the anchor diameter). 

J) When bracing trapeze type hangers, the bracing shall be attached directly to the trapeze hanger 

assembly and piping secured to the trapeze assembly with pipe straps. 

K) A rigid piping system shall not be braced to diff e rent parts of a building that may re s p o n d 

differently during an earthquake. Example: Solid concrete wall and a roof (metal deck filled with 

lightweight concrete). Special care should be taken to avoid bracing rigid pipe on both sides of 

a building seismic joint without allowing for pipe and building movement. 

L) The pre-approval document is based on British Units (Inches & Pounds) and values noted in 

parenthesis (Metric or S.I. Units) are equivalent values. In case of conflicts, British Units will be 

the standards for evaluating the proper application of pre-approvals. 

M) The designer of the structure shall determine the adequacy of the support structure to carry the 

load of the piping and equipment. Engineer of record for a site specific project shall verify that 

the structure can support the connection loads of the hanger rod and the bracing attachments 

in addition to all other loads. This pre-approval document is not intended for the seismic design 

of the piping itself. The dynamic properties of the building structure and piping should be 

considered when selecting the type of piping to be installed. 

N) Seismic bracing shall not limit the expansion and contraction of the piping system. Always 

consider thermal movements when selecting brace locations and materials. The design for 

thermal movements is beyond the scope of OSHPD pre-approval. 

P) No portion of this pre-approval shall be taken out of context and used in other systems, 

design or purpose. 

Q) On transverse bracing, the pipe insulation material may be part of the brace assembly (i.e) in 

the load path. In this case the insulating material shall be capable of withstanding the lateral 

forces without damage and shall include a pipe shield for hangers or a pipe saddle for rollers. 

For longitudinal bracing, clamping must be applied directly to the pipe with any insulation 

being installed directly over the hanger and brace assembly. In these applications the 

mechanical engineer of record shall be contacted for insulating recommendations. 




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B-LINE CHANNEL BRACES 

The following B-Line channels may be used as brace members for 

Figures 1 - 11 using the following structure connection types: 

Maximum Maximum Channel Channel 

Material 

Channel Structure Brace Height Width 

Thickness 

Type* Connection Length 

Type** (m) (mm) (mm) (mm) 

B54 IV 4’-10” (1.47) 13/16” (20.6) 1 5 /8” (41.3) 14 Ga. (1.9) 

B52 IV 4’-8” (1.42) 13/16” (20.6) 1 5 /8” (41.3) 12 Ga. (2.6) 

B42 V 5’-10” (1.78) 1” (25.4) 1 5 /8” (41.3) 12 Ga. (2.6) 

B32 V 8’-0” (2.44) 1 3 /8” (34.9) 1 5 /8” (41.3) 12 Ga. (2.6) 

B24 IV 9’-7” (2.92) 1 5 /8” (41.3) 1 5 /8” (41.3) 14 Ga. (1.9) 

B22 V 9’-5” (2.74) 1 5 /8” (41.3) 1 5 /8” (41.3) 12 Ga. (2.6) 

B22A V 10’-10” (3.30) 3 1 /4” (82.5) 1 5 /8” (41.3) 12 Ga. (2.6) 

B11 IV 11’-7” (3.53) 3 1 /4” ( 82.5) 1 5 /8” (41.3) 12 Ga. (2.6) 

*Slotted channel (SH) versions of all the above types may also be used for brace members. 

See page 21 for channel details. 

**The Structure Connection Type is the brace anchorage requirement. 

See pages 23 - 38 for brace attachment details. 

Note: Do not exceed the maximum brace length or maximum structure connection 

type for the channels listed. 

Commentary: 

Appendix 1 & 2 list the allowable structure connection type (I, II, III, IV, or V) for each brace spacing listed. The 

structure connection type limits the amount of axial load (in tension or compression) which is applied to the 

brace member. The axial load is listed for each structure connection detail on pages 23 - 38, and is as follows: 

Structure Connection Type 

Maximum Axial Load in Brace Member 

I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 175 lbs. (0.78 kN) 

II . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 300 lbs. (1.33 kN) 

III . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 450 lbs. (2.00 kN) 

IV . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 675 lbs. (3.00 kN) 

V . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 975 lbs. (4.33 kN) 

The B-Line channel brace member must have a capacity greater than the value listed in the above table for the 

maximum recommended brace length. 




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SINGLE PIPE/CONDUIT BRACING 

Single Rod Hanger Pipe Bracing 

1) Layout piping run and determine size and location of piping. 

2) Select vertical supports (single rod pipe hangers). 

a) Select type of hanger dependent on type of pipe, thermal expansion and contraction, etc. 

b) Determine maximum spacing of hanger rods and minimum hanger rod diameter. 

(Appendix 1) 

c) Select hanger rod connection to the structure based on structure type, rod size and hanger 

rod load from Appendix 1. Refer to section on hanger rod attachment for 

details (pages 39 thru 56) 

d) Engineer of record for a site specific project shall verify that the structure can support 

the connection loads in addition to all other loads. 

3) Select lateral bracing (transverse and longitudinal bracing). 

a) Select bracing details (transverse & longitudinal) from Figures 1 thru 8. 

b) Determine maximum spacing for transverse and longitudinal braces. (Appendix 1) 

c) Determine the type of structure connection required. (Appendix 1) 

Refer to section on structural attachments for connection details. 

d) Determine if rod stiffener is required. (pages 57 & 58) 

e) Engineer of record for a site specific project shall verify that the structure can support 

the connection loads. 

4) Review the design and revise layout where loads exceed the limitations of the hanger ro d s , 

hangers or connection details. 




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6 - 2 - 06 

12 

of

SINGLE PIPE BRACING 

CLEVIS HANGER TRANSVERSE BRACING (Figure 1) 

ATR 

All Threaded Rod 

(See Page 57 for 

minimum diameter) 

Rod Stiffener 

(See Pages 57 & 58) 

1 

1 (Min.) 

B335-2-Bolt Size 

Adjustable Hinge 

(See Page 59) 

B3100PS Pipe Sleeve 

B-Line Channel 

Transverse Brace 

(See page 11) 

B3100 Series Clevis Hanger 

(See Page 63) 

Adjustable Pipe 

Pipe Size Clevis Hanger Hinge Sleeve 

in. (mm) Part No. Part No. Part No.* 

1/2" (15) B3100- 1 /2 N/A N/A 

3/4" (20) B3100- 3 /4 N/A N/A 

1" (25) B3100-1 B335-2- 3 /8 B3100PS-1 

1 1 /4" (32) B3100-1 1 /4 B335-2- 3 /8 B3100PS-1 1 /4 

1 1 /2" (40) B3100-1 1 /2 B335-2- 3 /8 B3100PS-1 1 /2 

2" (50) B3100-2 B335-2- 3 /8 B3100PS-2 

2 1 /2" (65) B3100-2 1 /2 B335-2- 3 /8 B3100PS-2 1 /2 

3" (80) B3100-3 B335-2- 3 /8 B3100PS-3 

3 1 /2" (90) B3100-3 1 /2 B335-2- 3 /8 B3100PS-3 1 /2 

4" (100) B3100-4 B335-2- 3 /8 B3100PS-4 

5" (125) B3100-5 B335-2- 1 /2 B3100PS-5 

6" (150) B3100-6 B335-2- 1 /2 B3100PS-6 

8" (200) B3100-8 B335-2- 5 /8 B3100PS-8 

10" (250) B3100-10 B335-2- 3 /4 B3100PS-10 

12" (300) B3100-12 B335-2- 3 /4 B3100PS-12 

* Not included when ordering standard B3100 Series Clevis Hanger. 

Notes: 

Pipe sleeve required over cross bolt of Clevis Hanger when using the brace connection shown above (Figure 1). 

Pipe sleeve is not required when clevis hanger is used in conjunction with the bracing shown in Figure 6 - page 15. 

Refer to Note Q) on page 10 for installations requiring insulated pipe. 

"J" HANGER TRANSVERSE BRACING (Figure 2) 

Rod Stiffener 

May Be Required 


ATR 




1 

1 Min. 



(See page 11) 



(See Page 59) 

B3690 Series 

'J' Hanger 

(See Page 64) 

Adjustable 

Pipe Size "J" Hanger Hinge 

in. (mm) Part No. Part No. 

1/2" (15) B3690- 1 /2 N/A 

3/4" (20) B3690- 3 /4 N/A 

1" (25) B3690-1 B335-2- 3 /8 

1 1 /4" (32) B3690-1 1 /4 B335-2- 3 /8 

1 1 /2" (40) B3690-1 1 /2 B335-2- 3 /8 

2" (50) B3690-2 B335-2- 3 /8 

2 1 /2" (65) B3690-2 1 /2 B335-2- 1 /2 

3" (80) B3690-3 B335-2- 1 /2 

3 1 /2" (90) B3690-3 1 /2 B335-2- 1 /2 

4" (100) B3690-4 B335-2- 1 /2 

5" (125) B3690-5 B335-2- 1 /2 

6" (150) B3690-6 B335-2- 1 /2 

8" (200) B3690-8 B335-2- 1 /2 

Note: 





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of 




PIPE CLAMP TRANSVERSE BRACING (Figure 3) 

ATR 


(See Page 57) 

Rod Stiffener 

May Be Required 


1 (Min.) 

Adjustable 

Pipe Size Pipe Clamp * Hinge 




(See page 11) 

1 

B3200 Series 

Weldless Eye Nut 

1 1 /2" (40) B3144-1 1 /2 B335-2- 1 /2 

2" (50) B3144-2 B335-2- 1 /2 

2 1 /2" (65) B3144-2 1 /2 B335-2- 1 /2 

3" (80) B3144-3 B335-2- 1 /2 

4" (100) B3144-4 B335-2- 5 /8 



(See Page 59) 

5" (125) B3144-5 B335-2- 5 /8 

6" (150) B3144-6 B335-2- 3 /4 

8" (200) B3144-8 B335-2- 3 /4 

10" (250) B3144-10 B335-2- 3 /4 

12" (300) B3144-12 B335-2- 3 /4 

B3144 Series 

Double Bolt Pipe Clamp 

(See Page 65) 

* See note D) on page 9 for clamp torque values. Note: Refer to Note Q) on page 10 for installations requiring insulated pipe. 

PIPE ROLLER TRANSVERSE BRACING (Figure 4) 

ATR 




Rod Stiffener 


Adjustable 

Pipe Size Pipe Roller Hinge 


1 

1 (Min.) 



(See page 11) 

2 1 /2" (65) B3110-2 1 /2 B335-2- 1 /2 

3" (80) B3110-3 B335-2- 1 /2 

3 1 /2" (90) B3110-2 1 /2 B335-2- 1 /2 

4" (100) B3110-4 B335-2- 1 /2 

5" (125) B3110-5 B335-2- 5 /8 

6" (150) B3110-6 B335-2- 3 /4 



(See Page 59) 

B3110 Series 

Adjustable Steel Yoke Pipe Roll 

(See Page 66) 

Note: 





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14 

of


TRANSVERSE BRACING (Figure 5) 

B2400 Series 

Pipe Strap 

(See Page 71) 

1 

1 (Min.) 

3” min. 

(76mm) 



(See page 11) 

Channel Nuts & Bolts Not Included (See Pages 61 & 62) 

Notes: Install brace within 4" (101mm) of hanger. (Hanger not shown for clarity. See Figure 6 below) 

Refer to Note Q) on page 10 for installations requiring insulated pipe 

LONGITUDINAL BRACING (Figure 6) 

Rod Stiffener May Be Required 


B335V-Bolt Size 

Adjustable Half Hinge 

(See Page 59) 

Pipe Adjustable Riser Adjustable 

Pipe Size Clamp* Half Hinge Clamp * Half Hinge 

in. (mm) Part No. Part No. Part No. Part No. 

Pipe 

Hanger 

or 

Support 

4” max. 

(101mm) 



(See page 11) 

B3140 Pipe Clamp 

or B3373 Riser Clamp 

Series 


1" (25) B3140-1 B335V- 1 /2 B3373-1 B335V- 1 /2 

1 1 /4" (32) B3140-1 1 /4 B335V- 1 /2 B3373-1 1 /4 B335V- 1 /2 

1 1 /2" (40) B3140-1 1 /2 B335V- 1 /2 B3373-1 1 /2 B335V- 1 /2 

2" (50) B3140-2 B335V- 1 /2 B3373-2 B335V- 1 /2 

2 1 /2" (65) B3140-2 1 /2 B335V- 1 /2 B3373-2 1 /2 B335V- 1 /2 

3" (80) B3140-3 B335V- 1 /2 B3373-3 B335V- 1 /2 

3 1 /2" (90) B3140-3 1 /2 B335V- 1 /2 B3373-3 1 /2 B335V- 1 /2 

4" (100) B3140-4 B335V- 5 /8 B3373-4 B335V- 1 /2 

5" (125) B3140-5 B335V- 5 /8 B3373-5 B335V- 1 /2 

6" (150) B3140-6 B335V- 3 /4 B3373-6 B335V- 1 /2 

8" (200) B3140-8 B335V- 3 /4 B3373-8 B335V- 5 /8 

10" (250) -- -- B3373-10 B335V- 5 /8 

12" (300) -- -- B3373-12 B335V- 5 /8 

* See note D) on page 9 for clamp torque values. 

Notes: Install brace within 4" (101mm) of hanger. 





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15 

of 



CLEVIS HANGER TRANSVERSE BRACING (Figure 7) 

SINGLE PIPE BRACING - COPPER TUBING 

ATR 




Rod Stiffener 


1 

1 (Min.) 



(See page 11) 

B335-2-Bolt Size Adjustable Hinge 

(See Page 59) 

B3104CTPS Pipe Sleeve 

B3104CT Series Clevis Hanger 

(See Page 68) 

Copper Adjustable Pipe 

Tubing Size Clevis Hanger Hinge Sleeve 

in. (mm) Part No. Part No. Part No.* 

1/2" (15) B3104CT- 1 /2 N/A N/A 

3/4" (20) B3104CT- 3 /4 N/A N/A 

1" (25) B3104CT-1 B335-2- 3 /8 B3104CTPS-1 

1 1 /4" (32) B3104CT-1 1 /4 B335-2- 3 /8 B3104CTPS-1 1 /4 

1 1 /2" (40) B3104CT-1 1 /2 B335-2- 3 /8 B3104CTPS-1 1 /2 

2" (50) B3104CT-2 B335-2- 3 /8 B3104CTPS-2 

2 1 /2" (65) B3104CT-2 1 /2 B335-2- 3 /8 B3104CTPS-2 1 /2 

3" (80) B3104CT-3 B335-2- 3 /8 B3104CTPS-3 

3 1 /2" (90) B3104CT-3 1 /2 B335-2- 3 /8 B3104CTPS-3 1 /2 

4" (100) B3104CT-4 B335-2- 3 /8 B3104CTPS-4 

* Not included when ordering standard B3104CT Series Clevis Hanger. 

Notes: 

Pipe sleeve required over cross bolt of Clevis Hanger when using the brace connection shown above (Figure 7). 


LONGITUDINAL BRACING (Figure 8) 

Rod Stiffener May Be Required 


B335V-Bolt Size 

Adjustable Half Hinge 

(See Page 59) 

Copper Riser Adjustable 

Tubing Size Clamp * Half Hinge 




(See page 11) 

1" (25) B3373CT-1 B335V- 1 /2 

1 1 /4" (32) B3373CT-1 1 /4 B335V- 1 /2 

1 1 /2" (40) B3373CT-1 1 /2 B335V- 1 /2 

2" (50) B3373CT-2 B335V- 1 /2 

2 1 /2" (65) B3373CT-2 1 /2 B335V- 1 /2 

3" (80) B3373CT-3 B335V- 1 /2 

3 1 /2" (90) B3373CT-3 1 /2 B335V- 1 /2 

4" (100) B3373CT-4 B335V- 1 /2 

Pipe Hanger 

or Support 

4” max. 

(101mm) 

B3373CT 

Riser Clamp Series 

(See Page 69) 

* See note D) on page 9 for clamp torque values. 

Note: Install brace within 4" (101mm) of hanger. 





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16 

of

TRAPEZE BRACING 

Trapeze Assembly Bracing 

1). Layout piping and/or conduit runs and determine number, size and location of items to be supported by 

the trapeze 

2). Determine trapeze support spacing (L T ). This is usually determined by the maximum support spacing of 

the smallest pipe or conduit on the trapeze. 

3). Select trapeze supports. 

a). Determine the total vertical load (T L ) for each trapeze. 

T L = L T x W T 

T L = Total vertical load for each trapeze support (lbs.) 

L T = Trapeze support spacing (ft.) 

W T = Weight of all piping, cable tray, ductwork, conduit, etc. in lbs./ft. supported by the trapeze 

b). Determine length of trapeze, making sure sufficient length is added to attach the all threaded rod and 

bracing attachments. All channel nuts shall be fully engaged within strut. 

( 13 /16” (20mm) minimum distance from edge of strut to center line of bolt.) 

c). Select type of trapeze member (B22, B22AMIG, etc.) by selecting a member with loading greater 

than the total load (T L ). See Table 4 on page 22 for strut loading data, noting that the trapeze beam 

span is the distance between the hanger rods. Also determine whether the applied load is uniform or 

concentrated, and follow notes on page 22 accordingly. Variations in pipe sizes (simular to concentrated 

load assembly on page 22) shall be treated as a concentrated load, where as same sized pipes evenly 

distributed across the span (similar to uniform load assembly on page 22) may be treated as a uniform 

load. Uniform loads on page 22 are converted to a concentrated load by a 50% reduction. Do not 

exceed the beam span length given by Table 4A on page 22, which limits overloading due to 

longitudinal seismic force. 

d). Determine hanger rod size from Appendix 2 based on total weight (W T ) and trapeze support spacing 

(L T ). Rod sizes are given for trapeze supports with braces attached and unbraced trapezes. 

e). Select a hanger rod connection to structure (pages 39 thru 56) that is greater than the hanger rod loads 

listed in Appendix 2. 

4). Select transverse and longitudinal bracing. 

a). Select bracing detail from Figures 9 - 11. 

b). Determine spacing of transverse / longitudinal bracing from Appendix 2 based on total weight (Wt) 

and the trapeze support span (Lt). Note the corresponding structure attachment type (Roman numeral 

I - V) for each possible brace interval. When supporting multiple pipe sizes, do not exceed the 

maximum spacing for the smallest pipe as given in Appendix 1. 

Verify that the specific forces do not exceed the capacity of the pipe clamps on pages 70 & 71. 

Take care not to exceed maximum allowable brace beam spans as noted on page 11. 

Consult Table 4 and Table 4A, page 22, for trapeze design considerations. 

c). Determine if rod stiffener is required (pages 57 & 58). 

d). Engineer of record for a site specific project shall verify that the structure can support the 

connection loads in addition to all other loads. 

5). Review the design and revise layout where loads exceed the limitations of the hanger rods, strut trapeze 

supports, or connection details. 




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of 




TRAPEZE TRANSVERSE AND LONGITUDINAL BRACING (Figure 9) 



(See Page 59) 



(See page 11) 

ATR 


(See Page 57) 



(See page 11) 

Rod Stiffener 


B2400 

Series 

Pipe Straps 

(See Page 71) 

1 (Min.) 

1 



(See page 11) 

B335-2- 1 /2 Adjustable Hinge 


(See Page 59) 

B-Line Channel - Size as Required 

(See Page 22 - Table 4 & 4A For 

Channel Load Data) 

See Note 3b 

on page 17 

B2000 Series 

Pipe Straps 

(See Page 70) 



Hex Nut & 

(See Page 59) 

Square Washer 

(See Page 62) 

Notes: 

1). B335-2 adjustable hinges for longitudinal braces may be attached on either side adjacent 

to the all thread rod, or attached to the all thread rod itself. 

2). B335-2 adjustable hinges for transverse braces may be attached to the all thread rod. 

3). Two B335-2 adjustable hinges may be attached to the strut trapeze using the same bolt 

or all thread rod. 

4). It is not necessary to install both transverse braces and longitudinal braces on the same trapeze 

support. Either set of braces may be removed to form a longitudinal brace only or a transverse 

brace only if desired. 

5). Longitudinal braces, when needed, must be installed at both ends of trapeze. 

6). The equipment shown on this trapeze support is generic in nature. Any number of pipes, 

conduits, ductwork or cable tray may be supported following the system weight and support 

spans listed in Appendix 2 - Table 1. 

7). Torque all nuts per Note D, page 9. 

8). Refer to note Q, page 10 for installations requiring insulated pipe. 




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of





(See Page 59) 



(See page 11) 

ATR 


(See Page 57) 

Rod Stiffener 




(See page 11) 

Cable Tray 

1 (Min.) 

1 



(See page 11) 



(See Page 59) 

B-Line Channel - Size as Required 

(See Page 22 - Table 4 & 4A For 


Notes: 

See Note 3b 

on page 17 

B2400 Series 

Pipe Straps 

(See Page 71) 



Hex Nut & 

(See Page 59) 

Square Washer 

(See Page 62) 

B2000 Series Pipe Straps 

(See Page 70) 


















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(See page 11) 

ATR 


(See Page 57) 

Rod Stiffener 


B2400 

Series 

Pipe Straps 

(See Page 71) 

1 (Min.) 

1 

B-Line Channel - 

Size as Required 

(See Page 22 - 

Table 4 & 4A For 


See Note 3b 

on page 17 

B2000 Series 

Pipe Straps 

(See Page 70) 



(See page 11) 



Hex Nut & 

(See Page 59) 

Square Washer 

(See Page 62) 

Notes: 


















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of

APPROVED COMPONENTS 

Seismic Approvals: Trapeze Hanger, Longitudinal Brace, Transverse Brace, Threaded Stiffener 

Single Channel 

“A” Channel 

3/8" 

(9mm) 

1 5 /8" 

(41mm) 

7/8" 

(22mm) 

3/8" 

(9mm) 

Y 

‘H x ’ 

Notes: 

Standard Lengths: 10 ft. (3.05 m) 

& 20 ft. (6.09 m) 

Finishes: Plain, Dura-Green 

Epoxy, and Pre-Galvanized 

Height Dimensions 

‘H’ 

Channel ‘H’ ‘Hx” 

in. (mm) in. (mm) 

B54 13 /16” (20) 0.3422 (8.7) 

B52 13 /16” (20) 0.3366 (8.5) 

B42 1” (25) 0.4226 (10.7) 

B32 1 3 /8” (35) 0.6052 (15.4) 

B24 1 5 /8” (41) 0.7304 (18.5) 

B22 1 5 /8” (41) 0.7189 (18.2) 

B22A 3 1 /4” (82) 1.6250 (41.3) 

B12 2 7 /16” (62) 1.1127 (28.2) 

B12A 4 7 /8” (124) 2.4375 (61.9) 

B11 3 1 /4” (82) 1.5112 (38.4) 

B11A 6 1 /2” (165) 3.2500 (82.5) 

X 

Y 

Y 

13/16" 

(20mm) 

X 

9/32" 

(7mm) 

‘H x ’ 

B_ _SH 

9 /16" (14mm) x 1 1 /8" (28mm) slots 

2" (51mm) on centers. 

1" (25mm) from end of channel to center of first slot. 

B_ _SHA 

9/16" (14mm) x 1 1 /8" (28mm) slots 2" (51mm) on centers. 

1" (25mm) from end of channel to center of first slot. 

All B12SHA & B11SHA channels are mig welded. 

X 

13/16" 

(20mm) 

Y 

1 5 /8" 

(41mm) 

X 

‘H’ 

Table 3 

SECTION PROPERTIES X -X Axis Y - Y Axis 

Areas of Moment of Section Radius of Moment of Section Radius of 

Channel Weight Section Inertia (I) Modulus (S) Gyration (R) Inertia (I) Modulus (S) Gyration (R) 

lbs./ft. kg/m in. 2 (cm 2 ) in. 4 (cm 4 ) in. 3 (cm 3 ) in. (cm) in. 4 (cm 4 ) in. 3 (cm 3 ) in. (cm) 

B54 1.01 (1.51) .299 (1.93) .0263 (1.09) .0560 (0.92) .297 (0.75) .1106 (4.60) .1361 (2.23) .608 (1.55) 

B52 1.31 (1.95) .386 (2.49) .0320 (1.33) .0673 (1.10) .288 (0.73) .1404 (5.84) .1728 (2.83) .603 (1.53) 

B42 1.47 (2.18) .432 (2.79) .0554 (2.31) .0968 (1.59) .358 (0.91) .1645 (6.85) .2025 (3.32) .617 (1.57) 

B32 1.73 (2.58) .510 (3.29) .1252 (5.21) .1626 (2.67) .496 (1.26) .2098 (8.73) .2582 (4.23) .642 (1.63) 

B24 1.44 (2.15) .424 (2.74) .1494 (6.22) .1670 (2.74) .594 (1.51) .1857 (7.73) .2286 (3.75) .662 (1.68) 

B22 1.90 (2.83) .559 (3.61) .1850 (7.70) .2042 (3.34) .580 (1.47) .2340 (9.74) .2880 (4.72) .653 (1.66) 

B22A 3.80 (5.65) 1.118 (7.21) .9379 (39.04) .5772 (9.46) .924 (2.34) .4681 (19.48) .5761 (9.44) .653 (1.66) 

B12 2.47 (3.67) .727 (4.69) .5203 (21.65) .3927 (6.43) .852 (2.16) .3306 (13.76) .4068 (6.66) .679 (1.72) 

B12A 4.94 (7.35) 1.453 (9.37) 2.8132 (117.09) 1.1541 (18.91) 1.402 (3.56) .6611 (27.52) .8137 (13.33) .679 (1.72) 

B11 3.05 (4.54) .897 (5.79) 1.0917 (45.44) .6278 (10.29) 1.112 (2.82) .4271 (17.78) .5256 (8.61) .696 (1.77) 

B11A 6.10 (9.08) 1.794 (11.59) 6.2139 (258.64) 1.9120 (31.33) 1.876 (4.76) .8542 (35.55) 1.0513 (17.23) .696 (1.77) 

Calculations of section properties are based on metal thicknesses as determined by the AISI Cold-Formed Steel Design Manual. 

For channel loading see page 22. 




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Typical Trapeze 

ATR 

ATR 

Beam Span (BS) 


(See below) 

Beam Span (BS) 

Uniform Load 

Concentrated Load 

Table 4 

Channel Type & Uniform Beam Load Rating 

Beam Span B22SH B22 B22A B12 B12A* B11 B11A* 

(BS) 

in. (mm) lbs. (kN) lbs. (kN) lbs. (kN) lbs. (kN) lbs. (kN) lbs. (kN) lbs. (kN) 

12" (305) 2553 (11.35) 2837 (12.62) 8165 (36.32) 5498 (24.45) 3259 (14.49) 4395 (19.54) 4309 (19.16) 

24" (610) 1276 (5.68) 1418 (6.31) 4083 (18.16) 2750 (12.23) 3259 (14.49) 4395 (19.54) 4309 (19.16) 

36" (914) 851 (3.78) 946 (4.21) 2722 (12.11) 1833 (8.15) 3259 (14.49) 2930 (13.03) 4309 (19.16) 

48" (1219) 638 (2.84) 709 (3.15) 2042 (9.08) 1374 (6.11) 3259 (14.49) 2197 (9.77) 4309 (19.16) 

60" (1524) 511 (2.27) 568 (2.52) 1633 (7.26) 1100 (4.89) 3231 (14.37) 1758 (7.82) 4309 (19.16) 

72" (1829) 426 (1.89) 473 (2.10) 1361 (6.05) 916 (4.07) 2693 (11.98) 1465 (6.51) 4309 (19.16) 

84" (2133) 365 (1.62) 405 (1.80) 1167 (5.19) 785 (3.49) 2308 (10.26) 1256 (5.58) 3824 (17.01) 

96" (2438) 319 (1.42) 354 (1.57) 1021 (4.54) 687 (3.05) 2019 (8.98) 1011 (4.49) 3346 (14.88) 

108" (2743) 284 (1.26) 315 (1.40) 908 (4.04) 611 (2.72) 1795 (7.98) 977 (4.34) 2974 (13.23) 

120" (3048) 255 (1.13) 283 (1.26) 817 (3.63) 550 (2.44) 1616 (7.19) 879 (3.91) 2677 (11.91) 

• Loads shown in chart have a safety factor of 2. 

• Based on uniformly loaded simple span with adequate lateral bracing using an allowable stress of 21,000 psi (144.7 MPa). 

• To determine concentrated load capacity at mid-span, multiply the uniform load by 0.5. 

• Refer to note 3c) on page 17 for uniform and concentrated load requirements. 

• Use 90% of the solid channel loads for corresponding SH and SHA channels. 

• Refer to note Q) on page 10 for installations requiring insulated pipe. 

* These back to back channels are mig welded. 

Table 4A 

Structure 

Channel type and maximum beam span for 

Connection 

longitudinal beam loading 

Type B22SH B22 B22A B12 B12A* B11 B11A* 

in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) 

I 176 (4470) 196 (4978) 391 (9931) 276 (7010) 552 (14021) 357 (9068) 714 (18135) 

II 103 (2616) 114 (2895) 228 (5791) 161 (4089) 322 (8179) 208 (5283) 416 (10566) 

III 68 (1727) 76 (1930) 152 (3861) 107 (2718) 215 (5461) 139 (3530) 278 (7061) 

IV 46 (1168) 51 (1295) 101 (2565) 72 (1829) 143 (3632) 93 (2362) 185 (4699) 

V 32 (813) 35 (889) 70 (1778) 50 (1270) 99 (2514) 64 (1625) 128 (3251) 




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STRUCTURAL ATTACHMENTS 

Brace Structural Attachment Selection Procedure 

1) Determine structure to be attached to from the following: 

A) Concrete 

B) Wood Beam 

C) Structural Steel 

2) Reference structure connection type from Appendix 1 & 2. 

3) Choose appropriate structural detail that meets structure connection type. (I, II, III, IV or V) pages 24 

thru 38. 

4) Determine anchor size. On concrete structure attachments, calculate minimum embedment and minimum 

distance between anchors. 

General Notes For Concrete Attachments 

1) The “minimum embedment” values given on pages 24 - 30 provide the anchor capacity to reach the 

design loads shown, but may be considered by the 1997 UBC to be “shallow” anchors (embedment less 

that 8 times the anchor diameter). Using “shallow” anchors may increase the design seismic forc e , 

depending on the building code used. As an alternative, consider using the following values to avoid 

“shallow anchor” issues: 

Anchor Bolt Dia.“8x” Embedment 

3/8” 3” (76mm) 

1/2” 4” (101mm) 

5/8” 5” (127mm) 

3/4” 6” (152mm) 

2) Size and number of expansion anchors is based on "without special inspection" values given in ICBO 

(International Conference of Building Officials) Report No. 1385 dated September 1, 2004, Hilti Kwik 

Bolt 3 Carbon Steel Allowable Tension and Shear Values. 

3) Other anchors may be used providing they are listed in an ICBO ES Evaluation Report, which was tested 

in accordance with AC01, including the seismic qualification tests of AC01 Section 5.6. These values 

must meet or exceed the values provided in ICBO Report No. 1385, and must be approved by the 

structural engineer of record. OSHPD change order is required for California hospitals. 

4) For California Essential Facilities, 50% of the expansion type anchor (alternate anchors in a group) shall 

be proof tested per Appendix 3. Other projects may have similar requirements, check local codes and 

ordinances. 

5) Cast in place concrete anchors require special inspection as indicated in the building code for the local 

jurisdiction. 

6) When slab thickness is less than the minimum allowable, but in excess of the minimum anchor 

embedment, a thru bolt approach may be used if approved by the site engineer. 

7) When installing drill-in anchors in existing non-prestressed reinforced concrete, use care and caution to 

avoid cutting or damaging the existing re i n f o rcing bars. When installing them into existing pre s t re s s e d 

concrete (pre-or post-tensioned), locate the prestressed tendons by using a non-destructive method prior 

to installation. Exercise extreme care and caution to avoid cutting or damaging the tendons during 

installation. Maintain a minimum clearance of 1 inch (25mm) between the reinforcement and the drilled-in 

anchor. 




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‘T’ 

Concrete Attachments 

‘F’ 

Expansion anchors of 

diameter 'D'. 

Detail 1 

Slab 

Minimum embedment 

of anchor in 

concrete is 'E'. 

1 /2" x 1 1 /4" Hex Head 

Cap Screws & N225WO Nuts 


Normal Weight Concrete 

B-Line Adjustable Hinge 

Longitudinal or Transverse Brace 

(See Page 59) 

1 

1 min. 

Load 


Longitudinal or 


Detail 2 

Metal Deck 


diameter 'D'. 

‘T’ 

Light Weight or 


‘F’ 



(See Page 59) 

1 

‘E’ 

1 /2" x 1 1 /4" Hex Head 






1 min. 

Load 

Light Weight or Normal Weight Concrete Metal Deck 

Minimum Minimum Minimum Distance Minimum 

Structure Anchor* Embedment of Distance From Edge To Concrete 

Connection Load Bolt Anchor in Between Center of Bolt Coverage 

Type Dia. 'D' Concrete 'E' ** Anchors ‘F’ ‘T’ 

lbs. (kN) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) 

I 175 (0.78) 3/8" (9.5) 2 1 /2" (63.5) 6 2 /3" (169.3) 6 1 /2" (165.1) 1 1 /4" (31.7) 

II, III 450 (2.00) 5/8" (15.9) 4" (101.6) 10 2 /3" (270.9) 11" (279.4) 2" (50.8) 

* Hilti Kwik Bolt 3 in 3000 psi (20.7 MPa) minimum light weight concrete. ** See important notes on page 23. 


Minimum Minimum Minimum Distance Minimum 

Structure Anchor* Embedment of Distance From Edge To Concrete 

Connection Load Bolt Anchor in Between Center of Bolt Coverage 

Type Dia. 'D' Concrete 'E' ** Anchors ‘F’ ‘T’ 


I, II 300 (1.33) 3/8" (9) 2 1 /2" (63) 5" (127) 4 7 /8" (124) 1 1 /4" (31.7) 

III 450 (2.00) 1/2" (13) 3 1 /2" (89) 7" (178) 6 3 /4" (171) 1 3 /4" (44.4) 

IV 675 (3.00) 5/8" (16) 4" (101) 8" (203) 8 1 /4" (209) 2" (50.8) 

V 975 (4.33) 3/4" (19) 4 3 /4" (120) 9 1 /2" (241) 9 3 /4" (247) 2 3 /8" (60.3) 

* Hilti Kwik Bolt 3 in 3000 psi (20.7 MPa) minimum normal weight concrete. ** See important notes on page 23. 




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Detail 3 

Slab 

‘T’ 

'F' 

‘X’ 


diameter 'D'. 

Minimum 

embedment 

of anchor in 


B202 Square Washer 

(See Page 62) 


& Hex Nut 

(See Page 62) 

Equal 

Distance 

Equal 

Distance 

B22 Channel 

1 5 /8" (41mm) x 1 5 /8" (41mm) 

1 /2" x 1 1 /4" (41mm) Hex Head 




(See Page 59) 

1 

1 min. 




Load 

Minimum Minimum Distance Minimum 

Structure Anchor* Minimum Distance From Edge To Concrete 

Connection Load Bolt Embedment Between Anchors Center of Bolt Coverage 

Type Dia. 'D' 'E' ** ‘X’ ‘F’ ‘T’ 


I, II, III, IV 675 (3.00) 3/8" (9) 2 1 /2" (63) 5" (127) 4 7 /8" (124) 1 1 /4" (31.7) 

V 975 (4.33) 1/2" (13) 3 1 /2" (89) 7" (178) 6 3 /4" (171) 2" (50.8) 

* Hilti Kwik Bolt 3 in 3000 psi (20.7 MPa) minimum normal weight concrete. 

** See important notes on page 23. 

Note: 24” (609mm) maximum distance between anchors. 




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Detail 4 

Metal Deck 


'F' 

‘X’ 

‘T’ 

Expansion anchors 

of diameter 'D'. 

E 

B22 Channel 

1 5 /8" (41mm) x 1 5 /8" (41mm) 

Equal 

Distance 

Equal 

Distance 


(See Page 62) 


& Hex Nut 


(See Page 62) 

Longitudinal or Transverse 

Brace 

(See Page 59) 

1 




1 min. 

1 /2" x 1 1 /4" (32mm) Hex Head 



Load 

Light Weight or Normal Weight Concrete Metal Deck 

Minimum Minimum Distance Minimum 

Structure Anchor* Minimum Distance From Edge To Concrete 

Connection Load Bolt Embedment Between Anchors Center of Bolt Coverage 

Type Dia. 'D' 'E' ** ‘X’ ‘F’ ‘T’ 


I, II, III 450 (2.00) 3/8" (9) 2 1 /2" (63.5) 6 2 /3" (169) 6 1 /2" (165) 1 1 /4" (31.7) 

IV, V 975 (4.33) 5/8" (16) 4" (101.6) 10 2 /3" (271) 11" (279) 2" (50.8) 

* Hilti Kwik Bolt 3 in 3000 psi (20.7 MPa) minimum light weight or normal weight concrete. 


Note: 24” (609mm) maximum distance between anchors. 




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Detail 5 

Slab 

Minimum distance from 

edge of concrete to center 

of bolt is (10 x 'D'). 

B2501 cast in place anchors 


(See Page 75) 

1” 

(25mm) 

min. 


in concrete. 

'E'. 



(See Page 59) 

1 

1 min. 

1 /2" x 1 1 /4" Hex Head 






Load 

Minimum 

Structure Cast In Place Minimum Distance 

Connection Load Anchor* Embedment Between 

Type Dia. 'D' 'E' Anchors 

lbs. (kN) in. (mm) in. (mm) in. (mm) 

I, II, III 450 (2.00) 3/8" (9) 3" (76) 4 1 /2" (114) 

IV, V 975 (4.33) 1/2" (13) 4" (101) 6" (152) 

* B-Line Figure B2501 in 3000 psi (20.7 MPa) minimum normal weight concrete. 

Note: Pre-cast anchors must be accurately secured prior to pouring concrete. 




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Detail 6 

Metal Deck 




B2501 cast in place anchors of 

diameter 'D'. 

(See Page 75) 

1” 

(25mm) 

min. 

E 



Brace 

(See Page 59) 

1 

1 min. 

1 /2" x 1 1 /4" Hex Head 






Load 

Light Weight Concrete 

Minimum 





I 175 (0.78) 3/8" (9) 3" (76) 4 1 /2" (114) 

II 300 (1.33) 1/2" (13) 4" (101) 6" (152) 

* B-Line Figure B2501 in 3000 psi (20.7 MPa) minimum light weight concrete. 



Minimum 





I, II 300 (1.33) 3/8" (9) 3" (76) 4 1 /2" (114) 

I, II 300 (1.33) 1/2" (13) 4" (101) 6" (152) 






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Detail 7 

Slab 

‘X’ 

1” 

(25mm) 

min. 



(See Page 75) 


of anchor in concrete. 

'E'. 


(See Page 62) 

B22 Channel 

1 5 /8" (41mm) x 1 5 /8" (41mm) 

E q u a l 

D i s t a n c e 

E q u a l 

D i s t a n c e 


& Hex Nut 

(See Page 62) 



(See Page 59) 

1 

1 min. 




1 /2" x 1 1 /4" Hex Head 

Cap Screws & 

N225WO Nuts 


Load 

Minimum 



Type Dia. 'D' 'E' Anchors ‘X’ 


I, II, III, IV, V 975 (4.33) 3/8" (9) 3" (76) 4 1 /2" (114) 

I, II, III, IV, V 975 (4.33) 1 /2" (13) 4" (101) 6" (152) 


Notes: 24” (609mm) maximum distance between anchors. 

Pre-cast anchors must be accurately secured prior to pouring concrete. 




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Minimum distance 

from edge of concrete to 

center of bolt 

is (10 x 'D'). 


Detail 8 

Metal Deck 

‘X’ 

1” 

(25mm) 

min. 

B2501 cast in place 

anchors of diameter 'D'. 

(See Page 75) 

Equal 

Distance 


& Hex Nut 

(See Page 62) 



(See Page 59) 

Equal 

Distance 

1 

1 min. 

E 


(See Page 62) 

B22 Channel 

1 5 /8" (41mm) x 1 5 /8" (41mm) 

1 /2" x 1 1 /4" Hex Head 



Light Weight Weight Concrete 




Load 

Structure Cast In Place Minimum Min. Distance 




I, II, III 450 (2.00) 3/8" (9) 3" (76) 4 1 /2" (114) 

I, II, III 450 (2.00) 1 /2" (13) 4" (101) 6" (152) 





Structure Cast In Place Minimum Min. Distance 




I, II, III, IV 675 (3.00) 3/8" (9) 3" (76) 4 1 /2" (114) 

I, II, III, IV 675 (3.00) 1 /2" (13) 4" (101) 6" (152) 







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Detail 9 

Slab 




B2500 Spot Insert with 

N2500 Square Nut of 

thread size 'D'. 

(See Page 76) 

1” 

(25mm) 

min. 


in concrete 'E'. 

B200 Series Square Washer 

(See Page 62) 



(See Page 59) 

1 

1 /2" x 1 1 /4" Hex Head 



1 min. 




Load 

Minimum 

Structure Thread Minimum Distance 

Connection Load Size Embedment Between 

Type 'D' 'E' Anchors 

lbs. (kN) in. (mm) in. (mm) 

I 175 (0.78) 1/2"-13, 5 /8"-11, 3 /4"-10, 7 /8"-9 1 9 /16" (40) 6" (152) 





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B2500 Spot Insert with 

N2500 Square Nut of thread 

size 'D'. 

(See Page 76) 

Detail 10 

Metal Deck 

1” 

(25mm) 

min. 

E 


(See Page 62) 



Brace 

(See Page 59) 

1 

1 min. 

1 /2" x 1 1 /4" Hex Head 






Load 


Minimum 

Structure Thread Minimum Distance 

Connection Load Size Embedment Between 

Type 'D' 'E' Anchors 


I 175 (0.78) 1/2"-13, 5 /8"-11, 3 /4"-10, 7 /8"-9 1 9 /16" (40) 6" (152) 





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Detail 11 

“L” 

B32I-8 or Stronger Concrete Insert 

Attached to Concrete Structure 


B633- 1 /2, B634, 

B335-2- 1 /2 or B650- 1 /2 



Reduce loads by 50% when 

Adjustable Hinge is mounted within 

2” (51mm) from the end of the insert. 

Use 1 /2” diameter bolts and 

1 /2” channel nuts 


(Longitudinal or Transverse Brace) 

Load 

Minimum 

Structure Allowable Insert 

Connection Load Length 

Type 

“L” 

lbs. (kN) in. (mm) 

I,II,III,IV,V 975 (4.33) 8" (203) 




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Wood Beam Attachments 

(Used for Bracing Perpendicular) 

Detail 12 

B3248-2 x 2 x 1 /4 (min.) 

Series Square Washer & 

Hex Nut 


Wood Beam 

Thickness 

Thru bolt of diameter “D”. 

Must be above the 

neutral axis of wood 

beam and a minimum 

of (4 x ‘D’) from top and 

bottom of the beam. 


(See Page 59) 

1 /2" x 1 1 /4" Hex Head 

Cap Screws & 

N225WO Nuts 





1 

Load 

1 min. 

1 1 /2” (38mm) 3 1 /2” (89mm) 

Structure Allowable Minimum Beam Minimum Beam 

Connection Load * Thickness Thickness 

Type Bolt Dia ‘D’ Bolt Dia ‘D’ 


I 175 (0.78) 1/2" (13) 1/2" (13) 

II 300 (1.33) 1/2" (13) 1/2" (13) 

III 450 (2.00) 3/4" (19) 1/2" (13) 

IV 675 (3.00) -- -- 5/8" (16) 

V 975 (4.33) -- -- 3/4" (19) 

* Based on douglas fir with .51 specific gravity or greater. 




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(Used for Bracing Perpendicular) 

Detail 13 

3 1 /2" Min. 

Wood Beam 

Thickness 

4 x ‘D’ 

minimum 

Lag Bolt of diameter “D” with 

3” (76.2mm) minimum embedment 

4 x ‘D’ 

minimum 


(See Page 59) 

1 /2" x 1 1 /4" Hex Head 

Cap Screws & 

N225WO Nuts 





1 

Load 

1 min. 

Structure Allowable 

Lag Bolt 

Connection Load * 

Dia ‘D’ 

Type 


I 175 (0.78) 1/2" (13) 





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Detail 14 

Used where brace runs parallel to wood beam or where double bolts are required. 

Bolt of diameter ‘D’ through wood with 

B3248-2x2x1/4 (minimum) series 

Square Washer & Hex Nut 


B3060SW Series 

(See Page 73) 

1 /2" x 1 1 /4" (32mm) 

Hex Head Cap Screw 

with Lock Washer 

& Hex Nut 


Angle must be attached to 

wood beam above the neutral 

axis at a minimum of (4 x ‘D’) 

from the top and bottom of 

the beam. 


(See Page 59) 

1 

1 /2" x 1 1 /4" Hex Head 

Cap Screws & 

N225WO Nuts 


1 min. 



Load 

1 1 /2” (38mm) 3 1 /2” (89mm) 

Structure Allowable Minimum Beam Minimum Beam 

Connection Load * Thickness Thickness 

Type Bolt Dia ‘D’ Bolt Dia ‘D’ 


I 175 (0.78) 1 /2" (13) 1 /2" (13) 

II 300 (1.33) 5 /8" (16) 1 /2" (13) 

III 450 (2.00) 3 /4" (19) 5 /8" (16) 

IV 675 (3.00) 1" (25) 5 /8" (16) 





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Detail 15 

Used where brace runs parallel to wood beam or where double bolts are required. 

Minimum beam thickness of 3 1 /2” (88.9mm) required. 

Lag bolts of diameter ‘D’ with 

3” (76.2mm) embedment (min.) 

B3060SW Series 

(See Page 73) 

1 /2" x 1 1 /4" (32mm) 

Hex Head Cap Screw 

with Lock Washer 

& Hex Nut 

(See Page 62) 

Angle must be attached to 

wood beam above the neutral 

axis at a minimum of (4 x ‘D’) 

from the top and bottom of 

the beam. 


(See Page 59) 

1 

1 /2" x 1 1 /4" Hex Head 

Cap Screws & 

N225WO Nuts 


1 min. 



Load 

Structure Allowable Lag Bolt 

Connection Load * Dia ‘D’ 

Type 


I 175 (0.78) 1/2" (12) 





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Structural Steel 

Detail 16 

Case 1 Case 2 

Bolt Diameter 'D' 

ASTM A307 or Better 


B-Line B3234 

Bevel Washer 

When Required 


(See Page 59) 

Lock Washer 

Required 


(See Page 59) 


(See Page 59) 

B3248 

Case 3 1 /4” (6mm) thick 

Case 4 

sized to fit joist 


(See Page 59) 


(See Page 59) 

Structure Allowable Bolt Diameter 

Connection Load ‘D’ 

Type 


I, II, III 450 (2.00) 3/8" (9) 

IV, V 975 (4.33) 1 /2" (12) 

* See Note M) on page 10. 

Note: Due to induced torsional load, the structural members in Case 1 & 2 must be 

verified by structural site engineer for adequate strength. 




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HANGER ROD ATTACHMENTS 

Hanger Rod Structure Attachments 

Selection Procedure 

1) Determine structure type to attach hanger rod 

A) Concrete 

B) Wood Beam 

C) Structural Steel 

2) Reference rod size and hanger rod load from Appendix 1 & 2. 

3) Select a hanger rod attachment detail with a load capacity that meets the hanger rod load 

General Notes For Concrete Attachments 

1) The “minimum embedment” values given on pages 40 - 43 provide the anchor capacity to reach the design loads 

shown, but may be considered by the 1997 UBC to be “shallow” anchors (embedment less that 8 times the anchor 

diameter). Using “shallow” anchors may increase the design seismic force, depending on the building code used. 

As an alternative, consider using the following values to avoid “shallow anchor” issues: 

Anchor Bolt Dia. “8x” Embedment 

3/8” 3” (76mm) 

1/2” 4” (101mm) 

5/8” 5” (127mm) 

3/4” 6” (152mm) 

2) Size and number of expansion anchors is based on "without special inspection" values given in ICBO (International 

Conference of Building Officials) Report No. 1385 dated September 1, 2004, Hilti Kwik Bolt 3 Carbon Steel 

Allowable Tension and Shear Values. 

3) Other anchors may be used providing they are listed in an ICBO ES Evaluation Report, which was tested in accordance 

with AC01, including the seismic qualification tests of AC01 Section 5.6. These values must meet or 

exceed the values provided in ICBO Report No. 1385, and are approved by the structural engineer of record. 

OSHPD change order is required for California hospitals. 

4) For California hospitals and schools, 50% of the expansion type anchor (alternate anchors in a group) shall be 

proof tested per Appendix 3. Other projects may have similar requirements, check local codes and ordinances. 

5) Cast in place concrete anchors require special inspection as indicated in the building code for the local 

jurisdiction. 

6) When slab thickness is less than the minimum allowable, but in excess of the minimum anchor embedment, a thru 

bolt approach may be used if approved by the site engineer. 

7) When installing drill-in anchors in existing non-prestressed reinforced concrete, use care and caution to avoid 

cutting or damaging the existing reinforcing bars. When installing them into existing prestressed concrete (pre-or 

post-tensioned), locate the prestressed tendons by using a non-destructive method prior to installation. Exercise 

extreme care and caution to avoid cutting or damaging the tendons during installation. Maintain a minimum 

clearance of 1 inch (25mm) between the reinforcement and the drilled-in anchor. 




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Concrete Attachments To Slab 


Minimum distance from edge of concrete 

to center of bolt is (12 x 'D'). 



‘T’ 

Minimum embedment of 

anchor in concrete is 'E'. 

Rod Coupler, Hex Nut 

& B200 Series Square Washer 

(See Page 62) 


(See Page 57) 

Load 

Allowable Minimum Minimum 

Diameter Load ** Embedment Concrete 

'D' (In Tension) 'E' Coverage ‘T’ 

in. (mm) lbs. (kN) in. (mm) in. (mm) 

3/8" (9) 712 (3.17) 2 1 /2" (63) 1 1 /4" (31.7) 

1/2" (13) 1024 (4.56) 3 1 /2" (89) 1 3 /4" (44.4) 

5/8" (16) 1402 (6.24) 4" (101) 2" (50.8) 

3/4" (19) 1978 (8.80) 4 3 /4" (120) 2 3 /8 (60.3) 



Note: See B446 & B446C on page 56 for a flexible connection which may be 

used when seismic bracing is not required. 




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Minimum distance from edge of 

concrete to center of expansion 

anchor is (10 x 'D'). 

1" (25mm) Min. 

To Metal Deck 

‘T’ 

E 




(See Page 57) 

Load 

Rod Coupler, Hex Nut 

& B200 Series Square Washer 

(See Page 62) 






3/8" (9) 508 (2.26) 2 1 /2" (63.5) 1 1 /4" (31.7) 

1/2" (13) 738 (3.28) 3 1 /2" (88.9) 1 3 /4" (44.4) 

5/8" (16) 1101 (4.90) 4" (101.6) 2" (50.8) 

* Hilti Kwik Bolt 3 in 3000 psi (20.7 MPa) minimum light weight concrete. 







3/8" (9) 712 (3.17) 2 1 /2" (63.5) 1 1 /4" (31.7) 

1/2" (13) 1024 (4.56) 3 1 /2" (88.9) 1 3 /4" (44.4) 

5/8" (16) 1402 (6.24) 4" (101.6) 2" (50.8) 

3/4" (19) 1978 (8.80) 4 3 /4" (120.6) 2 3 /8" (60.3) 



Note: See B446 & B446C on page 56 for a flexible connection which may be used 

when seismic bracing is not required. 




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To Slab 






(See Page 75) 

1" (25mm) Min. 


of anchor in 


Hex Nuts 

& B200 Series 

Square Washer 

(See Page 62) 


(See Page 57) 

Load 

Anchor Rod Allowable Minimum 

Part Size Load ** Embedment 

Number (In Tension) 'E' 

in. (mm) lbs. (kN) in. (mm) 

B2501- 3 /8 3/8" (9) 610 (2.71) 3" (76) 

B2501- 1 /2 1/2" (13) 1130 (5.02) 4" (101) 



Note: See B446 & B446C on page 56 for a flexible connection which may be used when 

seismic bracing is not required. 





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of anchor is (10 x 'D'). 

B2501 cast in place 

anchors of diameter 'D'. 

(See Page 75) 

To Metal Deck 

1" (25mm) Min. 

E 

Hex Nut 

& B200 Series 

Square Washer 

(See Page 62) 


(See Page 57) 

Load 




Number ‘D’ 'E' 


B2501- 3 /8 3 /8" (9) 610 (2.71) 3" (76) 

B2501- 1 /2 1/2" (13) 653 (2.90) 4" (101) 








Number ‘D’ 'E' 


B2501- 3 /8 3/8" (9) 610 (2.71) 3" (76) 

B2501- 1 /2 1/2" (13) 871 (3.87) 4" (101) 









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To Slab 




B2500 Spot Insert with N2500 

Insert Nut of thread size 'D'. 

(See Page 76) 

1" (25mm) Min. 


& Hex Nut 

(See Page 62) 


(See Page 57) 


of anchor in 


Load 

Square Nut 

Part 

Number 

Minimum 

Allowable 

Thread Minimum Insert Distance 

Load ** 

Size Embedment Between 

(In Tension) 

'D' 'E' Anchors 


N2500- 3 /8 529 (2.35) 3/8"-16 1 9 /16" (40) 4 1 /2" (114) 

N2500- 1 /2 529 (2.35) 1 /2"-13 1 9 /16" (40) 6" (152) 

N2500- 5 /8 529 (2.35) 5/8"-11 1 9 /16" (40) 6" (152) 

N2500- 3 /4 529 (2.35) 3 /4"-10 1 9 /16" (40) 6" (152) 

N2500- 7 /8 529 (2.35) 7/8"-9 1 9 /16" (40) 6" (152) 









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6 - 2 - 06 

44 

of





of anchor is (10 x 'D'). 

B2500 Spot Insert with N2500 

Insert Nut of thread size 'D'. 

(See Page 76) 

To Metal Deck 

1" (25mm) Min. 

E 


& Hex Nut 

(See Page 62) 

Load 


(See Page 57) 

Light Weight 

Concrete 

Square Nut 

Part 

Number 

Minimum 

Allowable 


Load ** 


(In Tension) 



N2500- 3 /8 397 (1.76) 3/8"-16 1 9 /16" (40) 4 1 /2" (114) 

N2500- 1 /2 397 (1.76) 1/2"-13 1 9 /16" (40) 4 1 /2" (114) 

N2500- 5 /8 397 (1.76) 5 /8"-11 1 9 /16" (40) 4 1 /2" (114) 

N2500- 3 /4 397 (1.76) 3/4"-10 1 9 /16" (40) 4 1 /2" (114) 

N2500- 7 /8 397 (1.76) 7 /8"-9 1 9 /16" (40) 4 1 /2" (114) 



Note: See B446 & B446C on page 56 for a flexible connection which may be used when seismic bracing is not required. 

Normal Weight 

Concrete 

Square Nut 

Part 

Number 

Minimum 

Allowable 


Load ** 


(In Tension) 



N2500- 3 /8 529 (2.35) 3/8"-16 1 9 /16" (40) 4 1 /2" (114) 

N2500- 1 /2 529 (2.35) 1 /2"-13 1 9 /16" (40) 4 1 /2" (114) 

N2500- 5 /8 529 (2.35) 5/8"-11 1 9 /16" (40) 4 1 /2" (114) 

N2500- 3 /4 529 (2.35) 3 /4"-10 1 9 /16" (40) 4 1 /2" (114) 

N2500- 7 /8 529 (2.35) 7/8"-9 1 9 /16" (40) 4 1 /2" (114) 



Note: See B446 & B446C on page 56 for a flexible connection which may be used when seismic bracing is not required. 





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of 




To Slab 


B-Line Channel Nut 

(See Page 61) 

B32I-12 or stronger 

Concrete Insert attached to 

concrete structure 


B200 Series Square 

Washer, Hex Nut 

(See Page 62) 


(See Page 57) 

Note: Reduce load by 50% 

when connection is 

within 2” (51mm) from the 

end of the insert. 

Load 

ATR 

Size 

Channel 

Nut 

Part 

Number 

Allowable 

Load 

(In Tension) 

lbs. (kN) 

3 /8"-16 N228 Series 610 (2.71) 

1/2"-13 N225 Series 1130 (5.02) 

5 /8"-11 N255 Series 1810 (8.05) 

3/4"-10 N275 Series 2000 (8.89) 

7 /8"-9 N278 Series 2000 (8.89) 

Note: See B446 & B446C on page 56 for a flexible connection which may be 

used when seismic bracing is not required. 





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of


Wood Attachments 

C L 

Must be above the neutral 

axis of wood beam and a 

minimum of (4 x ‘D’) from 

bottom of beam. 

Bolt Diameter 

‘D’ 

Flat Washer 

(See Page 62) 

‘E’ 

B3213 

Coach Screw 

Rod 

(See Page 72) 

Load 

‘TL’ 

B655 

Rod Coupler 

(See Page 62) 

Hex Nuts 

(See Page 62) 


ATR 

(See Page 57) 

Flat Washer or 

B200 Series 

Square Washer 

& Hex Nut 

(See Page 62) 


ATR 

(See Page 57) 

Load 

B3060 

Side Beam 

Angle Clip 

(See Page 72) 

Flat Washer 

(See Page 62) 

Hex Nuts 

(See Page 62) 

Part Rod Design Minimum Thread 

Number Size Load Embedment Length 

'E' ‘TL’ 


B3213- 3 /8 3/8"-16 559 (2.48) 3" (76) 2" (51) 

B3213- 1 /2 1/2"-13 659 (2.93) 3" (76) 2 1 /2" (63) 

Note: See B446 & B446C on page 56 for a flexible connection 

which may be used when seismic bracing is not required. 

Allowable Load 

ATR Bolt for Beam Thickness 

Rod Diameter 1 1 /2” (38mm) 3 1 /2” (89mm) 

‘D’ Minimum Minimum 

lbs. (kN) lbs. (kN) 

3/8"-16 3/8"-16 200 (.89) 250 (1.11) 

1 /2"-13 1 /2"-13 300 (1.33) 460 (2.04) 

5/8"-11 5/8"-11 360 (1.60) 700 (3.11) 

3 /4"-10 3 /4"-10 420 (1.87) 870 (3.87) 






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47 

of 



Strut Attachments 

Typical All Thread Rod Attachment to Strut 


B-Line Channel Nut 

(See Page 61) 

12 Ga. (2.6mm) 



ATR 

(See Page 57) 

Hex Nut 

(See Page 62) 

B200 Series 

Square Washer 

(See Page 62) 

Channel nuts, square washers, and hex nuts shall be sized to fit all threaded rod. 

ATR Channel Nut Square 

Size Part Number Washer 

3 /8"-16 

N228, N228WO 

TN228, FN228 

Allowable load determined by the lowest value: 

1). Channel Nut Pullout (page 61) 

B201 

1 /2"-13 

N225, N225WO 

TN225 

B202 

5/8"-11 N255, N255WO B202-1 

3/4"-10 N275, N275WO B202-2 

7 /8"-9 N278, N278WO B202-3 

2). Channel Concentrated Load Capacity (page 22) 

3). Channel Attachment To Structure (pages 49 - 51) 






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48 

of

HANGER ROD ATTACHMENTS & APPROVED COMPONENTS 

SEISMIC APPROVAL: To be used as a 

vertical ATR support. Not usable as a 

structural attachment for seismic brace. 

2 3 /8" 

(60mm) 

3 1 /8" 

(79mm) 

Sold in Pieces 

Design Load: 

1200 Lbs. (5.34 kN) 

when used in pairs 

Recommended Torque: 

150 in.-lbs. (16.9 N•m) 

ATR Allowable Load 

Size lbs. (kN) 

B441-22 

BEAM CLAMP 

For use with 1 5 /8" (41mm) high channel. 

1" 

(25mm) 

1/4" 

(6mm) 

3 3 /8" 

(86mm) 

3/8"-16 610 (2.71) 

1/2"-13 1130 (5.02) 

5/8"-11 1200 (5.34) 

2 3 /8" 

(60mm) 

3 1 /8" 

(79mm) 

3 /4"-10 1200 (5.34) 

7 /8"-9 1200 (5.34) 

1" 

(25mm) 

B441-22A 

BEAM CLAMP 

For use with 2 7 /16" (62mm) to 

3 1 /4" (82mm) high channel. 

5" 

(127mm) 

1 /4" 

(6mm) 




B751 Clamp 

Not Included 

Includes: 

1 pc. B751 Beam Clamp 

1 pc. B701 Type J-Hook only 

1 pc. SA203-158 Clip 

1 pc. 3 /8"-16 Hex Nut 

B701-J__- 3 /8" J-Hook 

Overall 

Height 

3 1 /4” 

(82mm) 

Part No. 

For Flange 

Width 

in. (mm) 

B751-J4- 3 /8 3" - 6" (76 - 152) 

B751-J6- 3 /8 5" - 9" (127 - 228) 

B751-J9- 3 /8 8" - 12" (203 - 305) 

B751-J12- 3 /8 11" - 15" (279 - 381) 

ATR Allowable Load 1 Allowable Load 2 

Size lbs. (kN) lbs. (kN) 

3 /8"-16 500 (2.22) 300 (1.33) 

B751 

Clamp 

Load 1 

Load 2 

B751-J__- 3 /8 Series 

BEAM CLAMP 

ASSEMBLY 

3 /8" (9mm) 

Rod Size 

Includes: 1 pc. B752 Swivel Body 

1 pc. 5 /16"-18 x 1 3 /4" HHCS 

1 pc. 5 /16"-18 Hex Nut 

Note: Eliminates bending moment in threaded rod 

support for a flexible connection. Can be used 

when seismic bracing is not required. 

B752 

BEAM CLAMP SWIVEL 

500 Lb. (2.22kN) 

Design Load 




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49 

of 







For Flange 

ATR 

Part No. Width Length 


B761-22-4 4" - 5 7 /8" (101-149) 4" (101) 

B761-22-6 6" - 8 7 /8" (152-225) 6" (152) 

B761-22-9 9" - 11 7 /8" (228-301) 9" (228) 

B761-22-12 12" - 14 7 /8" (305-378) 12" (305) 

Includes: 

2 pcs. B760 Plate 

2 pcs. B500-3 3 /8" U-Bolts only 

1 pc. 3 /8-16 ATR (Length) 

6 pcs. 3 /8"-16 Hex Nuts 


'U-Bolt" Nuts 150 in.-lbs. (16.9 N•m) 

ATR Nuts 60 in.-lbs. (6.8 N•m) 




3/8"-16 610 (2.71) 

1 /2"-13 1130 (5.02) 

5 /8"-11 1810 (8.05) 

3/4"-10 2000 (8.89) 

7/8"-9 2000 (8.89) 

Square U-Bolt 

and Hex Nuts 

Included 

3" 

(76mm) 

1 /4" 

(6mm) 

3 3 /8" 

(86mm) 

B761-22 Series 

BEAM CLAMP 

3/8"-16 ATR and Hex Nuts 




For Flange 

ATR 

Part No. Width Length 


B761-22A-4 4" - 5 7 /8" (101-149) 4" (101) 

B761-22A-6 6" - 8 7 /8" (152-225) 6" (152) 

B761-22A-9 9" - 11 7 /8" (228-301) 9" (228) 

B761-22A-12 12" - 14 7 /8" (305-378) 12" (305) 

Square U-Bolt 

and Hex Nuts 

Included 

5" 

(127mm) 

Includes: 

2 pcs. B760 Plate 

2 pcs. B500-5" U-Bolts only 

1 pc. 3 /8-16 ATR (Length) 









3/8"-16 610 (2.71) 

1/2"-13 1130 (5.02) 

5/8"-11 1810 (8.05) 

3/4"-10 2000 (8.89) 

7/8"-9 2000 (8.89) 

3" 

(76mm) 

1 /4" 

(6mm) 

B761-22A Series 

BEAM CLAMP 

3/8"-16 ATR and Hex Nuts 




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Sheet Number: 



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of





Part No. 

in. 

For Flange 

Width 

(mm) 

Square U-Bolt 

and Hex Nuts 

B760-22-4 4" - 5 7 /8" (101-149) 

B760-22-6 6" - 8 7 /8" (152-225) 

B760-22-9 9" - 11 7 /8" (228-301) 

B760-22-12 12" - 14 7 /8" (305-378) 

Includes: 

1 pc. B760 Plate 


1 pc. B500-3 3 /8" U-Bolt only 








3 /8"-16 610 (2.71) 

1/2"-13 1130 (5.02) 

5/8"-11 1810 (8.05) 

3/4"-10 2000 (8.89) 

7/8"-9 2000 (8.89) 

1 /4" 

(6mm) 

3 3 /8" 

(86mm) 

3/8" (9mm) Diameter 

J-Hook and Hex Nut 

B760-22 Series 

BEAM CLAMP 

3" 

(76mm) 




Square U-Bolt 

and Hex Nuts 

Part No. 

in. 

For Flange 

Width 

(mm) 

5" 

(127mm) 

B760-22A-4 4" - 5 7 /8" (101-149) 

B760-22A-6 6" - 8 7 /8" (152-225) 

B760-22A-9 9" - 11 7 /8" (228-301) 

B760-22A-12 12" - 14 7 /8" (305-378) 

Includes: 

1 pc. B760 Plate 


1 pc. B500-5" U-Bolt only 









3/8"-16 610 (2.71) 

1 /2"-13 1130 (5.02) 

5 /8"-11 1810 (8.05) 

3/4"-10 2000 (8.89) 

7/8"-9 2000 (8.89) 

1 /4" 

(6mm) 

3/8" (9mm) Diameter 

J-Hook and Hex Nut 

B760-22A Series 

BEAM CLAMP 

3" 

(76mm) 




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of 







Rod Size 

Design 

Part No. 'A' 'C' Load 

in. (mm) lbs. (kN) 

B3036L- 3 /8 3 /8"-16 1 3 /4" (44) 300 (0.89) 

B3036L- 1 /2 1/2"-13 1 3 /4" (44) 380 (1.69) 

B3036L- 5 /8 5/8"-11 1 7 /8" (47) 530 (2.36) 

Setscrew Torque: 1 /4” = 4 ft•lbs 3 /8” = 5 ft•lbs 1 /2” = 11 ft•lbs 




Rod Size 

Design 

Part No. 'A' 'D' Load 


B351L- 3 /8 3 /8"-16 3 /4" (19) 300 (0.89) 

B351L- 1 /2 1/2"-13 3/4" (19) 380 (1.71) 

B351L- 5 /8 5/8"-11 3/4" (19) 550 (2.47) 

B351L- 3 /4 3 /4"-10 3 /4" (19) 630 (2.83) 

B351L- 7 /8 7/8"-9 1" (25) 1200 (5.34) 

Setscrew Torque: 1 /4” = 4 ft•lbs 3/8” = 5 ft•lbs 1/2” = 11 ft•lbs 

Retaining 

Strap is 

required, 

order B3362 

thru B3365 

separately. 

Retaining 

Strap is 

required, 

order B3362 

thru B3365 

separately. 

C 

C 

C 

LISTED 

U® 

L 

U® 

L 

U® 

L 

LISTED 

US 

Setscrew and 

Locknut Included 

US 

US 

'A' 

'C' 

3/4" 

(19mm) 

B3036L Series 

MALLEABLE IRON C-CLAMP 

WITH LOCKNUT 

'D' 

Setscrew and 

Locknut Included 

'A' 

B351L Series 

STEEL C-CLAMP WITH LOCKNUT 




C 

U® 

L 

US 

12 ga. 

(2.6mm) 

3/4" 

(19mm) 

Part No. For Use With ‘W’ 

in. 

(mm) 

B3362-L B351L- 3 /8" & 1 /2" 1 1 /4" (32) 

B3363-L B351L- 5 /8" & 3 /4" - B3036L- 3 /8" & 1 /2" 1 1 /4" (32) 

'L' 

B3364-L B3036L- 5 /8" & 3 /4" 1 1 /4" (32) 

B3365-L B351L- 7 /8" 1 1 /2" (38) 

* Do not bend strap more than once. 

When ordering specify 'L' (Length) as a suffix to the part number. 

'L' = 6" (152mm), 8" (203mm), 10" (254mm), 12" (305mm) 

B3362 thru B3365* 

RETAINING STRAP 

'W' 




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52 

of


SEISMIC APPROVAL: To be used as a vertical ATR support. 

Not usable as a structural attachment for seismic brace. 

'B' Setscrew 

Included 

Part Rod Setscrew 'C' 'T' Design Load 

No. Size 'B' in. (mm) in. (mm) lbs. (kN) 

B303 1/4"-20 3/8"-16 2 5 /16" (59) 11 Ga. (3) 400 (1.78) 

B304 5 /16"-18 3 /8"-16 2 5 /16" (59) 11 Ga. (3) 600 (2.67) 

B305 3/8"-16 3/8"-16 2 5 /16" (59) 11 Ga. (3) 600 (2.67) 

B306 3/8"-16 1/2"-13 2 7 /16" (62) 7 Ga. (4) 1100 (4.89) 

B307 1 /2"-13 1 /2"-13 2 7 /16" (62) 7 Ga. (4) 1100 (4.89) 

B308 1/2"-13 1/2"-13 2 9 /16" (65) 1 /4" (6) 1500 (6.67) 

B309 5/8"-11 1/2"-13 2 9 /16" (65) 1 /4" (6) 1500 (6.67) 

Recommended Setscrew Torque: 

3 /8"-16 150 in.-lbs. (16.9 N•m) 

1 /2"-13 350 in.-lbs. (39.5 N•m) 

Retaining 

Strap is 

required, 

order B312 

separately. 

'C' 

'T' 

7/8" 

(22mm) 

'A' 

2 1 /2" 

(63mm) 

B303 Thru B309 

BEAM CLAMP 

1 1 /8" 

(28mm) 




Part Rod Setscrew 'C' 'T' Design Load 

No. Size 'B' in. (mm) in. (mm) lbs. (kN) 

B321-1 3/8"-16 1/2"-13 3 9 /16" (92) 1/4" (6) 1300 (5.78) 

B321-2 1/2"-13 1/2"-13 3 9 /16" (92) 1/4" (6) 1400 (6.23) 

B321-3 5/8"-11 1/2"-13 3 9 /16" (92) 1/4" (6) 1600 (7.12) 

B321-4 5/8"-11 5/8"-11 3 23 /32" (94) 5/16" (8) 1800 (8.00) 

B321-5 3/4"-13 5/8"-11 3 23 /32" (94) 5/16" (8) 2000 (8.89) 

Recommended Setscrew Torque: 

3 /8"-16 150 in.-lbs. (16.9 N•m) 

1 /2"-13 350 in.-lbs. (39.5 N•m) 




Minimum Flange Thickness: 

B321-1 thru B321-3 3 /8" (9mm) 

B321-4 and B321-5 5 /8" (16mm) 

Retaining 

Strap is 

required, 

order B312 

separately. 

'C' 

1 11 /16" 

(43mm) 

3 1 /4" 

(82mm) 

'A' 

'T' 

'A' 

B321 SERIES 

BEAM CLAMP 

'B' Setscrew 

Included 

1 5 /8" 

(41mm) 

For Flange 

Part No. Width 'A' 


B312S-6 6" (152) 9 5 /8" (244) 

B312S-9 9" (228) 12 5 /8" (320) 

B312S-12 12" (305) 15 5 /8" (397) 

B312S-15 15" (381) 18 5 /8" (473) 

For maximum beam thickness of 3 /4" (19mm). 

For thicker beams step up one flange width size. 

Material: 12 Gauge (2.7mm) 

1 1 /4" 

(32mm) 

1/4" 

(6mm) 

1 3 /4" 

(44mm) 

B312S SERIES 

ANCHOR STRAP FOR USE WITH 

B303 thru B309 and B321 SERIES 

1/2" 

(13mm) 




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of 




SEISMIC APPROVAL: To be used as a vertical ATR support. 

Not usable as a structural attachment for seismic brace. 

Rod Size Throat Design 

Part No. 'A' Opening Load 


B3033- 3 /8 3/8"-16 1 1 /4" (32) 500 (2.22) 

B3033- 1 /2 1 /2"-13 1 1 /4" (32) 810 (3.60) 

B3033- 5 /8 5/8"-11 1 5 /16" (33) 1000 (4.45) 

B3033- 3 /4 3/4"-10 1 5 /16" (33) 1400 (6.23) 

Setscrew Torque: 1 /4” = 4 ft•lbs 3 /8” = 5 ft•lbs 1 /2” = 11 ft•lbs 

Retaining 

Strap is 

required, 

order B3367 

separately. 

C 

C 

U 

® L 

LISTED 

U 

® L 

US 

US 

B3033 

REVERSABLE BEAM CLAMP 




Rod Size Throat Design 

Part No. 'A' Opening Load 


B3034- 3 /8 3/8"-16 3/4" (19) 560 (2.49) 

B3034- 1 /2 1 /2"-13 3 /4" (19) 810 (360) 

Setscrew Torque: 1 /4” = 4 ft•lbs 

3 /8” = 5 ft•lbs 

Retaining 

Strap is 

required, 

order U 

C ® 

B3367 

separately. 

L 

C 

LISTED 

U 

® L 

US 

US 

B3034 

REVERSABLE BEAM CLAMP 




’B’ 

‘A’ 

‘B’ 

Part No. Width Diameter 


B3367- 3 /8 1 1 /4" (32) 7/16" (11) 

B3367- 1 /2 1 1 /4" (32) 9/16" (14) 

B3367- 5 /8 1 1 /4" (32) 11/16" (17) 

B3367- 3 /4 1 1 /4" (32) 13 /16" (20) 

’L’ 

’A’ 

Material Thickness: 11 Ga. (3.0mm) 

Specify ‘L’ Length 

(add 2” (51mm) to flange width) 

B3367 SERIES 

ANCHOR STRAP FOR USE WITH B3033 and B3034 SERIES 




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Page No. 

Sheet Number: 



6 - 2 - 06 

54 

of


Structural Steel 

B-Line B3234 

Bevel Washer 

When Required 

(See Page 74) 

Hex Nut 

& Washer 

(See Page 62) 

Flat Washer or 

B200 Series 

Square Washer 

(See Page 62) 

B3248 

Square Washer 

1 /4” Thick Sized 

To Fit Joist 

(See Page 74) 

All Threaded 

Rod 

(See Page 57) 

Hex Nut 

& Washer 

(See Page 62) 

All Threaded 

Rod 

(See Page 57) 

Hex Nut 

& Washer 

(See Page 62) 

All Threaded 

Rod 

(See Page 57) 

Load 

Load 

Load 

ATR Allowable Load* 


3/8"-16 610 (2.71) 

1 /2"-13 1130 (5.02) 

5/8"-11 1810 (8.05) 

3/4"-10 2710 (12.05) 

7/8"-9 3770 (16.77) 

* Maximum load allowed for 

ATR, actual load may be 

determined by structural 

steel capacity. 




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Sheet Number: 

6 - 2 - 06 

55 

of 



HANGER ROD SWIVEL ATTACHMENTS 

A 

2 3 /4” 

(69.8) 

1” 

(25.4) 

A 

2 3 /4” 

(69.8) 

B 

A 

B446 

SWIVEL HANGER 

(FEMALE-MALE) 

Note: Eliminates bending moment in 

threaded rod support for a 

flexible connection. Can be 

used when seismic bracing is 

not required. 

B446C 

SWIVEL HANGER 

(FEMALE-FEMALE) 

Design Load 

Part No. A B lbs. (kN) 

B446- 3 /8 B446C- 3 /8 3 /8”-16 HN 3 /8”-16 HHCS 610 (2.71) 

B446- 1 /2 B446C- 1 /2 1 /2”-13 HN 1 /2”-13 HHCS 1130 (5.02) 




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56 

of

THREADED ROD (ATR) 

Rod 

Size 

TABLE 5 

Allowable 

Loads 

lbs. 

(kN) 

3/8"-16 610 (2.71) 

1/2"-13 1130 (5.02) 

5 /8"-11 1810 (8.05) 

3 /4"-10 2710 (12.05) 

7/8"-9 3770 (16.77) 

* Anchor capacity may be lower 

than all threaded rod. 

ALL THREADED ROD - ATR 

THREADED ROD - MAXIMUM LENGTH WITHOUT STIFFENER 

ATR 


Table 5 

B22 Channel 


(9’-4” (2.8 m) Maximum Length) 

ATR 

Size 

TABLE 6 

Max. Rod Length 

Without Rod 

Stiffener 

in. (mm) 

3/8"-16 19" (482.6) 

1/2"-13 25" (635.0) 


Size as Required 

(See Page 22) 

5 /8"-11 31" (787.4) 

3/4"-10 37" (939.8) 

7 /8"-9 43" (1092.2) 

Note: If rod stiffener is required 

see Table 7 - page 58 

B335-2- 1 /2 Adjustable Hinges 

Longitudinal & Transverse Braces 

(See Page 59) 




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of 




SC228 HANGER ROD 

STIFFENER ASSEMBLY 

For 3 /8" thru 5 /8" ATR 

(Order B22 Channel Separately) 

SC-UB HANGER ROD 

STIFFENER ASSEMBLY 

For 3 /4" & 7 /8" ATR 

(Order B22 Channel Separately) 

SC228 Hanger 

Rod Stiffener 

Assembly 

B22 Channel 

Rod Stiffener 

ATR 


(See Page 57) 

B3188-1 1 /4” WO 

U-Bolt 

2-Hole Plate 

1 /4” x 1 5 /8” x 3 1 /2” 

(6mm x 41mm x 89mm) 

ATR 


(See Page 57) 

B22 Channel 

3 /8” Hex Nuts 

Note: SC-UB assembly includes U-Bolt, 2-Hole Plate 

& 3 / 8 "-16 Hex Nuts. 


Maximum distance 

from top of hanger 

rod to first bolt of the 

channel rod stiffener 

is 6” (152.4mm). 

‘X’ 

Maximum distance from 

top of channel where 

the hanger rod is 

attached to the first 

bolt of the channel rod 

stiffener is 6” (152.4mm). 

B-Line channel 

size as required. 

(See Page 22) 

ATR 


(See Page 57) 

B22 Channel 


(9’-4” (2.8 m) Maximum Length) 

B22 Channel 

Rod Stiffener with SC228 

or SC-UB Assemblies 

B335-2- 1 /2 Adjustable Hinges 

Longitudinal & Transverse Braces 

(See Page 59) 

ATR 

Size 

TABLE 7 

ROD STIFFENER CHART 

X 

Max. Spacing 

Between SC-228 

or SC-UB 

in. 

(mm) 

3/8"-16 13" (330.2) 

1/2"-13 18" (457.2) 

5/8"-11 23" (584.2) 

3/4"-10 28" (711.2) 

7 /8"-9 33" (838.2) 

Note: Minimum of (2) - SC228 or 

SC-UB are required per rod. 

Rod Stiffeners required only on hanger rods that have seismic bracing attached to the hanger or trapeze. 




Phone: 800-851-7415 

Fax: 618-654-1917 

Date: 

Page No. 

Sheet Number: 



6 - 2 - 06 

58 

of


SEISMIC APPROVAL: 

Longitudinal and Transverse 

Brace Attachments 

9 /16" Dia. (14mm) 2 Holes 

1 7 /8" (47mm) center to center 

1 5 /8" 

(41mm) 

13/16" 

(20mm) 

Part 

No. 

Hole Dia. 

'H' 

in. 

(mm) 

B335V- 1 /2 9 /16" (14) 

B335V- 5 /8 11/16" (17) 

'H' 

4 3 /4" 

(120mm) 

B335V- 3 /4 13/16" (20) 

Material Thickness: 1 /4" (6 mm) 

B335V SERIES THREE HOLE ADJUSTABLE HALF HINGE 

9/16" Dia. (14mm) 2 Holes 

1 7 /8" (47mm) center to center 

'H' 

13/16" 

(20mm) 

4 3 /4" 

(120mm) 

7 1 /2" 

(190mm) 

1 5 /8" 

(41mm) 

13/16" 

(20mm) 

Part 

Hole Dia. 

No. 

'H' 

in. (mm) 

B335-2- 3 /8 7/16" (11) 

B335-2- 1 /2 9/16" (14) 

B335-2- 5 /8 11 /16" (17) 

B335-2- 3 /4 13/16" (20) 


B335-2 SERIES THREE HOLE ADJUSTABLE HINGE 

13 /16" 

(20mm) 

1 5 /8" 

(41mm) 

30° Min. 

1 7 /8" 

(47mm) 

3 3 /4" 

(95mm) 

5 3 /8" 

(136mm) 

B634 SINGLE CHANNEL ADJUSTABLE HINGE 

1 /2" Channel Nuts & Bolts not included - order seperately (see pages 61 & 62) 

Note: See Page 60 for alternate hinge types. 




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Date: 

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Sheet Number: 

6 - 2 - 06 

59 

of 




NOTE: B633 can be substituted for 

B335-2, in any detail, provided the 

hole diameter 'H' remains the same. 




3 1 /4" 

(82mm) 

9 /16" Dia. (14mm) 

2 Holes 

Part 

No. 

Hole Dia. 

'H' 

in. (mm) 

1 5 /8" 

(41mm) 

B633- 1 /2 9/16" (14) 

B633- 5 /8 11 /16" (17) 

'H' 

4 1 /2" 

(114mm) 

B633- 3 /4 13/16" (20) 

B633- 7 /8 15/16" (24) 


B633 SERIES ADJUSTABLE SEISMIC HINGE FITTING 

NOTE: B650 can be substituted for B335-2, in any 

detail, provided the slot width 'W' remains 

the same as the ‘H’ of the B335-2. 

Part 

No. 

Hole Dia. 

'W' 

in. (mm) 

Plate 

9/16" Dia. (14mm) 

2 Holes 

1 7 /8" (47mm) 

Center to Center 

Bracket Thickness: 

12 Ga. (2.6mm) 

2" 

(51mm) 

B650- 3 /8 25/64" (10) 

B650- 1 /2 33 /64" (13) 

B650- 5 /8 41/64" (16) 

B650- 3 /4 49/64" (19) 

Existing 

ATR 

Bracket 

Key 

'W' 

2 3 /32" 

(53mm) 

1 1 /2" 

(38mm) 

4 9 /32" 

(109mm) 

2" 

(51mm) 

'W' 

Key Thickness: 

10 Ga. (3.4mm) 

1 21 /32" 

(42mm) 

3 1 /2" 

(89mm) 

1 5 /8" 

(41mm) 

9/16" Dia. (14mm) 

2 Holes 

1 7 /8" (47mm) 

Center to 

Center 

B129 Plate Thickness: 

1 /4" (6.3mm) 

B650 SERIES RETROFIT 45° SEISMIC BRACE FITTING 




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Date: 

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6 - 2 - 06 

60 

of


Channel Nuts 




Spring Nut 

(Nxxx) 

Nut Without Spring 

(NxxxWO) 

Twirl Nut 

(TNxxx) 

Resistance to Slip 

Resistance To Slip * In Channel 

Thread Nut Part 12 Ga. (2.6mm) 14 Ga. (1.9mm) Thickness 

Size Numbers lbs. (kN) lbs. (kN) in. (mm) 

Nut 

3/8"-16 N228, N228WO, TN228 800 (3.56) 600 (2.67) 3/8" (9) 

1/2"-13 N225, N225WO, TN225 1500 (6.67) 1000 (4.45) 1/2" (13) 

5/8"-11 N255, N255WO 1500 (6.67) 1000 (4.45) 1/2" (13) 

3/4"-10 N275, N275WO 1500 (6.67) 1000 (4.45) 1/2" (13) 

7 /8"-9 N278, N278WO 1500 (6.67) 1000 (4.45) 1 /2" (13) 

Pull-Out Strength 

Pull-Out Strength * In Channel 

Thread Nut Part 12 Ga. (2.6mm) 14 Ga. (1.9mm) Thickness 

Size Numbers lbs. (kN) lbs. (kN) in. (mm) 

Nut 

3/8"-16 N228, N228WO, TN228 1100 (4.89) 1000 (4.45) 3/8" (9) 

1/2"-13 N225, N225WO, TN225 2000 (8.90) 1400 (6.23) 1/2" (13) 

5/8"-11 N255, N255WO 2000 (8.90) 1400 (6.23) 1/2" (13) 

3/4"-10 N275, N275WO 2000 (8.90) 1400 (6.23) 1/2" (13) 

7/8"-9 N278, N278WO 2000 (8.90) 1400 (6.23) 1/2" (13) 

* With a Safety Factor of 3. 

Note: Required bolt torque shown in note D) page 9. 




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Sheet Number: 

6 - 2 - 06 

61 

of 




Hardware 




HHCS - HEX HEAD CAP SCREWS 

(Example - HHCS 1 /2 x 1 1 /4) 

LW - LOCK WASHERS 

(Example - LW 1 /2) 

FW - FLAT WASHERS 

(Example - FW 1 /2) 

B655 - ROD COUPLINGS 

(Example - B655- 1 /2) 

HN - HEX NUTS 

(Example - HN 1 /2) 

1 5 /8" 

(41mm) 

Hole Size 

Hole 

Bolt 

Part No. Size Size 


B200 3 /8" (9) 5 /16" (8) 

B201 7/16" (11) 3/8" (9) 

B202 9/16" (14) 1/2" (13) 

B202-1 11/16" (17) 5/8" (16) 

B202-2 13/16" (20) 3/4" (19) 

B202-3 15 /16" (24) 7 /8" (22) 

B200 Series Square Washers 




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6 - 2 - 06 

62 

of


'A' 

(Rod Size) 

Hanger Rod 

Not Included 

C 

C 

U L 

LISTED 

U 

® L 

US 

US 

Pipe 

Pipe Size Clevis Hanger Sleeve 

in. (mm) Part No. Part No.* 

1 /2" (15) B3100- 1 /2 B3100PS- 1 /2 

3/4" (20) B3100- 3 /4 B3100PS- 3 /4 

1" (25) B3100-1 B3100PS-1 

1 1 /4" (32) B3100-1 1 /4 B3100PS-1 1 /4 

1 1 /2" (40) B3100-1 1 /2 B3100PS-1 1 /2 

2" (50) B3100-2 B3100PS-2 

2 1 /2" (65) B3100-2 1 /2 B3100PS-2 1 /2 

3" (80) B3100-3 B3100PS-3 

3 1 /2" (90) B3100-3 1 /2 B3100PS-3 1 /2 

4" (100) B3100-4 B3100PS-4 

5" (125) B3100-5 B3100PS-5 

6" (150) B3100-6 B3100PS-6 

8" (200) B3100-8 B3100PS-8 

10" (250) B3100-10 B3100PS-10 

12" (300) B3100-12 B3100PS-12 

® 


B3100 

Standard Clevis Hanger 

Nominal Rod Size Design Load 

Part No. Pipe Size 'A' 


*Not included when ordering standard 

B3100 Series Clevis Hanger. 


Transverse Brace Attachment 

B3100- 1 /2 1/2" (15) 3/8"-16 610 (2.71) 

B3100- 3 /4 3 /4" (20) 3 /8"-16 610 (2.71) 

B3100-1 1" (25) 3/8"-16 610 (2.71) 

B3100-1 1 /4 1 1 /4" (32) 3/8"-16 610 (2.71) 

B3100-1 1 /2 1 1 /2" (40) 3 /8"-16 610 (2.71) 

B3100-2 2" (50) 3/8"-16 610 (2.71) 

B3100-2 1 /2 2 1 /2" (65) 1 /2"-13 1130 (5.02) 

B3100-3 3" (80) 1/2"-13 1130 (5.02) 

B3100-3 1 /2 3 1 /2" (90) 1/2"-13 1130 (5.02) 

B3100-4 4" (100) 5/8"-11 1430 (6.36) 

B3100-5 5" (125) 5/8"-11 1430 (6.36) 

Underwriter's Laboratories Listed for 3 /4" (20) thru 

12" (300). Complies with Federal Specification 

WW-H-171E Type 1 and Manufacturers' 

Standardization Society SP-69 Type 1. 

Note: When attaching seismic bracing to clevis 

hanger, install a B3100 Pipe Sleeve over the cross 

bolt (See Figure 1 on page 13). 

Order B3100PS (Pipe Sleeve) separately. 

B3100PS 

Pipe Sleeve 

B3100-6 6" (150) 3/4"-10 1940 (8.63) 

B3100-8 8" (200) 3/4"-10 2000 (8.89) 

B3100-10 10" (250) 7/8"-9 3600 (16.01) 

B3100-12 12" (300) 7/8"-9 3770 (16.77) 



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Sheet Number: 

6 - 2 - 06 

63 

of 




'A' 

(Rod Size) 


Transverse bracing of pipe (insulated 

or non-insulated) and conduit. 

'D' 

Approvals: Complies with Manufacturers' 


Bolt Size 

B3690 Series 

Adjustable 'J' Hanger 

Nominal Bolt Rod Size Hole Dia. Design Load 

Part No. Pipe Size Size 'A' 'D' 

in. (mm) in. (mm) lbs. kN 

B3690- 1 /2 1/2" (15) 1/4"-20 x 2” 3/8"-16 13/32" (10) 400 (1.78) 

B3690- 3 /4 3 /4" (20) 1 /4"-20 x 2 1 /4” 3 /8"-16 13 /32" (10) 400 (1.78) 

B3690-1 1" (25) 1/4"-20 x 2 1 /2” 3/8"-16 13/32" (10) 400 (1.78) 

B3690-1 1 /4 1 1 /4" (32) 1/4"-20 x 2 3 /4” 3/8"-16 13/32" (10) 400 (1.78) 

B3690-1 1 /2 1 1 /2" (40) 1 /4"-20 x 3” 3 /8"-16 13 /32" (10) 400 (1.78) 

B3690-2 2" (50) 1/4"-20 x 3 1 /2” 3/8"-16 13/32" (10) 400 (1.78) 

B3690-2 1 /2 2 1 /2" (65) 3 /8"-16 x 4 1 /2” 1 /2"-13 9 /16" (14) 800 (3.56) 

B3690-3 3" (80) 3/8"-16 x 5” 1/2"-13 9/16" (14) 800 (3.56) 

B3690-3 1 /2 3 1 /2" (90) 3/8"-16 x 5 1 /2” 1/2"-13 9/16" (14) 800 (3.56) 

B3690-4 4" (100) 3/8"-16 x 6 1 /2” 5/8"-11 9/16" (14) 800 (3.56) 

B3690-5 5" (125) 3 /8"-16 x 7 1 /2” 5 /8"-11 9 /16" (14) 800 (3.56) 

B3690-6 6" (150) 3/8"-16 x 8 1 /2” 3/4"-10 9/16" (14) 1000 (4.45) 

B3690-8 8" (200) 3 /8"-16 x 10 1 /2” 7 /8"-9 9 /16" (14) 1200 (5.34) 




Phone: 800-851-7415 

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Page No. 

Sheet Number: 



6 - 2 - 06 

64 

of


Load 

Bolt Size 


Transverse and Longitudinal 

Bracing of Pipe or Conduit. 

Brace Attachment 

Bolt Size 

Complies with Federal Specification WW-H-171E 

Type 3 and Manufacturers' Standardization Society 

SP-69 Type3. 

B3144 Series 

Double Bolt Pipe Clamp 

Nominal Load Bolt Brace Attachment Maximum Design Load For Service Temp. 

Part No. Pipe Size Size Bolt Size 650°F (343°C) 750°F (399°C) 

in. (mm) lbs. (kN) lbs. (kN) 

B3144-1 1 /2 1 1 /2" (40) 5/8"-11 x 2 1 /2" 1/2"-13 x 2 1 /2" 1545 (6.87) 1200 (5.34) 

B3144-2 2" (50) 5 /8"-11 x 2 1 /2" 1 /2"-13 x 2 1 /2" 1545 (6.87) 1200 (5.34) 

B3144-2 1 /2 2 1 /2" (65) 5 /8"-11 x 2 1 /2" 1 /2"-13 x 2 1 /2" 1545 (6.87) 1200 (5.34) 

B3144-3 3" (80) 5/8"-11 x 2 1 /2" 1/2"-13 x 2 1 /2" 1545 (6.87) 1200 (5.34) 

B3144-4 4" (100) 3/4"-10 x 3" 5/8"-11 x 2 3 /4" 2500 (11.12) 1950 (8.67) 

B3144-5 5" (125) 3/4"-10 x 3" 5/8"-11 x 2 3 /4" 2500 (11.12) 1950 (8.67) 

B3144-6 6" (150) 1"-8 x 3 1 /2" 3 /4"-10 x 3 1 /4" 2865 (12.74) 2240 (9.96) 

B3144-8 8" (200) 1"-8 x 3 1 /2" 3 /4"-10 x 3 1 /4" 2865 (12.74) 2240 (9.96) 

B3144-10 10" (250) 1"-8 x 3 1 /2" 3/4"-10 x 3 1 /4" 3240 (14.41) 2530 (11.25) 

B3144-12 12" (300) 1"-8 x 3 1 /2" 3/4"-10 x 3 1 /4" 3240 (14.41) 2530 (11.25) 

See note D) on page 9 for required tightening torques. 




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Date: 

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Sheet Number: 

6 - 2 - 06 

65 

of 




'A' 

(Rod Size) 

Seismic Approval: 

Transverse Bracing of 

Pipe or Conduit. 

Complies with Federal Specification WW-H-171E 

Type 44 and Manufacturers' Standardization Society 

SP-69 Type 43. 

Axle Size 

B3110 Series 

Adjustable Steel Yoke Pipe Roll 

Nominal Rod Size Axle Maximum Design 

Part No. Pipe Size 'A' Size O.D. Covering Load 

in. (mm) in. (mm) in. (mm) lbs. kN 

B3110-2 2" (50) 3/8"-16 3/8" (9.5) 2 5 /8" (67) 150 (.67) 

B3110-2 1 /2 2 1 /2" (65) 1 /2"-13 1 /2" (12.7) 3" (76) 225 (1.00) 

B3110-3 3" (80) 1/2"-13 1/2" (12.7) 3 5 /8" (92) 310 (1.38) 

B3110-3 1 /2 3 1 /2" (90) 1/2"-13 1/2" (12.7) 4 1 /8" (105) 390 (1.73) 

B3110-4 4" (100) 5/8"-11 1/2" (12.7) 4 11 /16" (119) 475 (2.11) 

B3110-5 5" (125) 5/8"-11 5/8" (15.9) 5 3 /4" (146) 685 (3.04) 

B3110-6 6" (150) 3/4"-10 3/4" (19.0) 6 3 /4" (171) 780 (3.47) 




Phone: 800-851-7415 

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66 

of


Bolt Size 



Bracing of Pipe or Conduit. 

Underwriter's Laboratories Listed for 3 /4" (20mm) thru 

8" (200mm). Complies with Federal Specification 



C 

U 

® L 

LISTED 

US 

C 

U 

® L 

US 

B3140 Series 

STANDARD PIPE CLAMP 

Nominal Bolt Maximum Design Load For Service Temp. 

Part No. Pipe Size Size 650°F (343°C) 750°F (399°C) 

in. (mm) lbs. kN lbs. kN 

B3140- 1 /2 1/2" (15) 5/16"-18 x 1 1 /4" 500 (2.22) 390 (1.73) 

B3140- 3 /4 3/4" (20) 5/16"-18 x 1 1 /4" 500 (2.22) 390 (1.73) 

B3140-1 1" (25) 5 /16"-18 x 1 1 /4" 500 (2.22) 390 (1.73) 

B3140-1 1 /4 1 1 /4" (32) 5/16"-18 x 1 1 /4" 500 (2.22) 390 (1.73) 

B3140-1 1 /2 1 1 /2" (40) 5/16"-18 x 1 1 /4" 800 (3.56) 620 (2.76) 

B3140-2 2" (50) 1/2"-13 x 2" 1040 (4.62) 810 (3.60) 

B3140-2 1 /2 2 1 /2" (65) 1/2"-13 x 2" 1040 (4.62) 810 (3.60) 

B3140-3 3" (80) 1/2"-13 x 2" 1040 (4.62) 810 (3.60) 

B3140-3 1 /2 3 1 /2" (90) 1/2"-13 x 2" 1040 (4.62) 810 (3.60) 

B3140-4 4" (100) 5/8"-11 x 2 1 /4" 1040 (4.62) 810 (3.60) 

B3140-5 5" (125) 5/8"-11 x 2 1 /2" 1040 (4.62) 810 (3.60) 

B3140-6 6" (150) 3/4"-10 x 2 3 /4" 1615 (7.18) 1260 (5.60) 

B3140-8 8" (200) 3/4"-10 x 3" 1615 (7.18) 1260 (5.60) 





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Copper Adjustable 

Tubing Size Clevis Hanger Sleeve 

in. (mm) Part No. Part No.* 

'A' 

(Rod Size) 

Hanger Rod 

Not Included 

1/2" (15) B3104CT- 1 /2 B3104CTPS- 1 /2 

3/4" (20) B3104CT- 3 /4 B3104CTPS- 3 /4 

1" (25) B3104CT-1 B3104CTPS-1 

1 1 /4" (32) B3104CT-1 1 /4 B3104CTPS-1 1 /4 

1 1 /2" (40) B3104CT-1 1 /2 B3104CTPS-1 1 /2 

2" (50) B3104CT-2 B3104CTPS-2 

2 1 /2" (65) B3104CT-2 1 /2 B3104CTPS-2 1 /2 

3" (80) B3104CT-3 B3104CTPS-3 

3 1 /2" (90) B3104CT-3 1 /2 B3104CTPS-3 1 /2 

4" (100) B3104CT-4 B3104CTPS-4 

*Not included when ordering standard B3104CT Series 

Clevis Hanger. 

Finish: Dura-Copper Epoxy Paint. 

This non-metallic coating eliminates dissimilar 

metal contact between the hanger and the 

copper tubing. 


Transverse bracing of copper tubing 

(insulated or non-insulated). 

B3104CT 

Copper Tubing Clevis Hanger 

Nominal Rod Size Design Load 

Part No. Tubing Size 'A' 


B3104CT- 1 /2 1/2" (15) 3/8"-16 150 (0.67) 

B3104CT- 3 /4 3/4" (20) 3/8"-16 250 (1.11) 

B3104CT-1 1" (25) 3/8"-16 250 (1.11) 

B3104CT-1 1 /4 1 1 /4" (32) 3 /8"-16 250 (1.11) 

B3104CT-1 1 /2 1 1 /2" (40) 3/8"-16 250 (1.11) 

B3104CT-2 2" (50) 3 /8"-16 250 (1.11) 

B3104CT-2 1 /2 2 1 /2" (65) 1/2"-13 350 (1.55) 

B3104CT-3 3" (80) 1 /2"-13 350 (1.55) 

B3104CT-3 1 /2 3 1 /2" (90) 1/2"-13 350 (1.55) 

B3104CT-4 4" (100) 5/8"-11 400 (1.78) 

Note: When attaching seismic bracing to clevis 

hanger, install a B3104CTPS Pipe Sleeve over the 

cross bolt (See Figure 7 on page 16). 

Order B3104CTPS (Pipe Sleeve) separately. 

B3104CTPS 

Pipe Sleeve 




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of


Bolts and Nuts 

Included 



Bracing of Steel Pipe & 

Copper Tubing. 

Bolt Size 

'L' 

Approvals: Complies with Federal Specification 


Standardization Society SP-69 UType 8. 

C ® 

Underwriter's Laboratories Listed 

L US 

for 3 /4" (20mm) 

thru 8" (200mm) on Standard Riser Clamp only. 

LISTED 

B3373 - Standard Riser Clamp 

Nominal 

Design Load 

Part No. Pipe Size 'L' Bolt Size lbs. kN 

C 

U 

® L 

US 

B3373-1 1" (25) 9 9 /16" (242.9) 3/8"-16 x 1 1 /4" 255 (1.13) 

B3373-1 1 /4 1 1 /4" (32) 10" (254.0) 3/8"-16 x 1 1 /4" 255 (1.13) 

B3373-1 1 /2 1 1 /2" (40) 10 1 /4" (260.3) 3/8"-16 x 1 1 /2" 255 (1.13) 

B3373-2 2" (50) 10 3 /4" (273.0) 3/8"-16 x 1 1 /2" 255 (1.13) 

B3373-2 1 /2 2 1 /2" (65) 11 1 /4" (285.7) 3/8"-16 x 1 1 /2" 390 (1.73) 

B3373-3 3" (80) 11 15 /16" (303.2) 3/8"-16 x 1 1 /2" 530 (2.35) 

B3373-3 1 /2 3 1 /2" (90) 12 3 /8" (314.3) 1/2"-13 x 1 3 /4" 670 (2.98) 

B3373-4 4" (100) 12 7 /8" (327.0) 1/2"-13 x 1 3 /4" 810 (3.60) 

B3373-5 5" (125) 14" (355.6) 1/2"-13 x 1 3 /4" 1160 (5.16) 

B3373-6 6" (150) 15 3 /16" (385.8) 1/2"-13 x 2" 1570 (6.98) 

B3373-8 8" (200) 17 3 /4" (450.8) 5/8"-11 x 2 1 /2" 2500 (11.12) 

B3373-10 10" (250) 19 7 /16" (493.7) 5/8"-11 x 2 1 /2" 2500 (11.12) 

B3373-12 12" (300) 21 11 /16" (550.9) 5/8"-11 x 3" 2700 (12.01) 


B3373CT - Riser Clamp for Copper Tubing 

Nominal 

Design Load 

Part No. Tubing Size 'L' Bolt Size lbs. kN 

B3373CT- 1 /2 1/2" (15) 8 3 /4" (222.2) 5/16"-18 x 1" 75 (.33) 

B3373CT- 3 /4 3/4" (20) 9 1 /16" (234.9) 5/16"-18 x 1" 75 (.33) 

B3373CT-1 1" (25) 9 5 /16" (236.5) 3/8"-16 x 1" 120 (.53) 

B3373CT-1 1 /4 1 1 /4" (32) 9 5 /8" (244.5) 3/8"-16 x 1" 150 (.67) 

B3373CT-1 1 /2 1 1 /2" (40) 9 3 /4" (247.6) 3/8"-16 x 1 1 /4" 150 (.67) 

B3373CT-2 2" (50) 10 7 /16" (265.1) 3/8"-16 x 1 1 /4" 150 (.67) 

B3373CT-2 1 /2 2 1 /2" (65) 10 15 /16" (277.8) 3/8"-16 x 1 1 /4" 300 (1.33) 

B3373CT-3 3" (80) 11 7 /16" (290.5) 3/8"-16 x 1 1 /4" 300 (1.33) 

B3373CT-3 1 /2 3 1 /2" (90) 11 15 /16" (303.2) 3/8"-16 x 1 1 /4" 300 (1.33) 

B3373CT-4 4" (100) 12 1 /2" (317.5) 1/2"-13 x 1 3 /4" 300 (1.33) 


Finish: For B3373CT is 

Dura-Copper Epoxy Paint. 

This non-metallic coating 

eliminates dissimilar metal 

contact between the hanger 

and the copper tubing. 




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Date: 

Page No. 

Sheet Number: 

6 - 2 - 06 

69 

of 




Vertical Load 


Attachment of Pipe, Tubing or Conduit 

to Transverse and Longitudinal Bracing 

of Pipe or Conduit. 

Includes Slotted Hex Head 

Machine Screw and Square Nut 

F T 

F L 

B2000 Series 

Pipe & Conduit Clamps 

Bolt Bolt Design Loads * 

Part No. Size Size Torque Vertical F T F L 

in. (mm) ft.•lbs. (Nm) lbs. (kN) lbs. (kN) lbs. (kN) 

B2001 1 /2" (15) 1 /4"-20 6 (8.1) 400 (1.78) 75 (0.33) 50 (0.22) 

EMT 

Conduit 

Sizes 

B2002 3/4" (20) 1/4"-20 6 (8.1) 400 (1.78) 100 (0.44) 75 (0.33) 

B2003 1" (25) 1/4"-20 6 (8.1) 600 (2.67) 100 (0.44) 75 (0.33) 

B2004 1 1 /4" (32) 1/4"-20 6 (8.1) 600 (2.67) 150 (0.67) 150 (0.67) 

B2005 1 1 /2" (40) 5/16"-18 9 (12.2) 800 (3.56) 250 (1.11) 150 (0.67) 

B2006 2" (50) 5/16"-18 9 (12.2) 800 (3.56) 250 (1.11) 200 (0.89) 

B2008 1/2" (15) 1/44"-20 6 (8.1) 400 (1.78) 75 (0.33) 50 (0.22) 

B2009 3/4" (20) 1/4"-20 6 (8.1) 600 (2.67) 100 (0.44) 75 (0.33) 

B2010 1" (25) 1/4"-20 6 (8.1) 600 (2.67) 100 (0.44) 75 (0.33) 

Rigid 

Conduit 

or 

Pipe 

Sizes 

B2011 1 1 /4" (32) 1/4"-20 6 (8.1) 600 (2.67) 150 (0.67) 150 (0.67) 

B2012 1 1 /2" (40) 5/16"-18 9 (12.2) 800 (3.56) 250 (1.11) 150 (0.67) 

B2013 2" (50) 5/16"-18 9 (12.2) 800 (3.56) 250 (1.11) 200 (0.89) 

B2014 2 1 /2" (65) 5/16"-18 9 (12.2) 800 (3.56) 250 (1.11) 200 (0.89) 

B2015 3" (80) 5/16"-18 9 (12.2) 800 (3.56) 250 (1.11) 200 (0.89) 

B2016 3 1 /2" (90) 5/16"-18 10 (13.5) 1000 (4.45) 350 (1.55) 200 (0.89) 

B2017 4" (100) 5 /16"-18 10 (13.5) 1000 (4.45) 350 (1.55) 250 (1.11) 

B2019 5" (125) 5/16"-18 10 (13.5) 1000 (4.45) 450 (2.00) 250 (1.11) 

B2020 6" (150) 3 /8"-16 13 (17.6) 1000 (4.45) 450 (2.00) 250 (1.11) 

B2026 1/2" (15) 1/4"-20 6 (8.1) 400 (1.78) 75 (0.33) 50 (0.22) 

B2028 3 /4" (20) 1 /4"-20 6 (8.1) 400 (1.78) 100 (0.44) 75 (0.33) 

B2030 1" (25) 1/4"-20 6 (8.1) 600 (2.67) 100 (0.44) 75 (0.33) 

Copper 

Tubing 

Sizes 

B2032 1 1 /4" (32) 1 /4"-20 6 (8.1) 600 (2.67) 150 (0.67) 150 (0.67) 

B2034 1 1 /2" (40) 1/4"-20 6 (8.1) 600 (2.67) 250 (1.11) 150 (0.67) 

B2038 2" (50) 5 /16"-18 9 (12.2) 800 (3.56) 250 (1.11) 150 (0.67) 

B2042 2 1 /2" (65) 5/16"-18 9 (12.2) 800 (3.56) 250 (1.11) 200 (0.89) 

B2046 3" (80) 5 /16"-18 9 (12.2) 800 (3.56) 250 (1.11) 200 (0.89) 

B2050 3 1 /2" (90) 5/16"-18 10 (13.5) 1000 (4.45) 350 (1.55) 200 (0.89) 

B2054 4" (100) 5 /16"-18 10 (13.5) 1000 (4.45) 350 (1.55) 250 (1.11) 

F T = Transverse Design Load F L = Longitudinal Design Load * Minimum Safety Factor of 3.0 

Design Loads are to be used in orientation as shown for seismic design purposes only. 

Contact the factory for gravity application design loads. 





Phone: 800-851-7415 

Fax: 618-654-1917 

Date: 

Page No. 

Sheet Number: 



6 - 2 - 06 

70 

of


Vertical Load 


Transverse or Longitudinal Brace for 

Pipe or Conduit. Attachment of Pipe or 

Conduit to 12 Ga. (2.6mm) 1 5 /8” (41mm) 

Wide Strut. 

F L 

Bolts and Channel Nuts 

Not Included 

C 

U 

® L 

US 

Approvals: Underwriter's Laboratories Listed 

for 3 /4" (20) thru LISTED 8" (200). 

F T 

C 

U 

® L 

US 

B2400 Series 

Standard Pipe Straps 

Bolt Bolt Design Loads * 

Part No. Size Size Torque Vertical F T F L 

in. (mm) ft.•lbs. (Nm) lbs. (kN) lbs. (kN) lbs. (kN) 

B2400- 1 /2 1 /2" (15) 1 /4"-20 6 (8.1) 600 (2.67) 150 (0.67) 105 (0.47) 

B2400- 3 /4 3/4" (20) 1/4"-20 6 (8.1) 600 (2.67) 150 (0.67) 105 (0.47) 

B2400-1 1" (25) 1/4"-20 6 (8.1) 600 (2.67) 150 (0.67) 120 (0.53) 

B2400-1 1 /4 1 1 /4" (32) 1/4"-20 6 (8.1) 600 (2.67) 150 (0.67) 120 (0.53) 

B2400-1 1 /2 1 1 /2" (40) 1/4"-20 6 (8.1) 600 (2.67) 150 (0.67) 120 (0.53) 

B2400-2 2" (50) 3/8"-16 19 (25.4) 1200 (5.34) 480 (2.14) 180 (0.80) 

B2400-2 1 /2 2 1 /2" (65) 3/8"-16 19 (25.4) 1200 (5.34) 480 (2.14) 180 (0.80) 

B2400-3 3" (80) 3 /8"-16 19 (25.4) 1200 (5.34) 480 (2.14) 300 (1.33) 

B2400-3 1 /2 3 1 /2" (90) 3/8"-16 19 (25.4) 1200 (5.34) 480 (2.14) 300 (1.33) 

B2400-4 4" (100) 1 /2"-13 50 (66.9) 1500 (6.67) 600 (2.67) 450 (2.00) 

B2400-5 5" (125) 1/2"-13 50 (66.9) 1500 (6.67) 600 (2.67) 450 (2.00) 

B2400-6 6" (150) 1 /2"-13 50 (66.9) 1500 (6.67) 600 (2.67) 450 (2.00) 

B2400-8 8" (200) 1/2"-13 50 (66.9) 1500 (6.67) 800 (3.56) 600 (2.67) 

B2400-10 10" (250) 1 /2"-13 50 (66.9) 1500 (6.67) 800 (3.56) 600 (2.67) 

B2400-12 12" (300) 1/2"-13 50 (66.9) 1500 (6.67) 800 (3.56) 600 (2.67) 

F T = Transverse Design Load F L = Longitudinal Design Load * Minimum Safety Factor of 3.0 

Design Loads are to be used in orientation as shown for seismic design purposes only. 

Contact the factory for gravity application design loads. 





Phone: 800-851-7415 

Fax: 618-654-1917 

Date: 

Page No. 

Sheet Number: 

6 - 2 - 06 

71 

of 





Hanger Rod Attachment 

'C' 

Specify 'L' 

Material: Steel 

Standard Finish: Plain or Electro-Plated Zinc 

'A' 

Thread Size 

'B' 

Service: Designed for suspending hanger rods from 

wood structures. 

Ordering: Specify part number, rod size, length and 

finish. 

B3213 Series 

Coach Screw Rod 

Coach Screw Rod Thread 

Thread Standard Rod Lengths Thread Length Length Design Load 

Part No. Size 'A' 'L' 'B' 'C' 

in. (mm) in. (mm) in. (mm) lbs. (kN) 

B3213- 3 /8 x 'L' 

B3213- 1 /2 x 'L' 

3 /8"-16 *3 1 /2", 6", 8", 10", 12" (88.9, 152.4, 203.2, 254.0, 304.8) 2" (50.8) 2" (50.8) 390 (1.73) 

1 /2"-13 *3 1 /2", 6", 8", 10", 12" (88.9, 152.4, 203.2, 254.0, 304.8) 2 1 /2" (63.5) 2 1 /2" (63.5) 640 (2.84) 

*3/8 x 31/2” (89mm) and 1/2 x 31/2” (89mm) will have a coach screw thread length of 2" (50.8) and a rod thread length of 1" (25.4). 

Design Load is based on proper installation and solid wood. 

'T' 


Hanger Rod Attachment 

'A' 

Hole Size 

'D' 

'B' 

Material: Steel (Stainless steel available) 

Standard Finish: Plain or Electro-Plated 

'C' 

'B' 

'D' 

Service: Designed for attaching a hanger rod to 

the side of beams or walls. 

Ordering: Specify part number and finish. 

B3060 

Side Beam Angle Clip 

Hole Size 

Design Load 

Part No. 'A' 'B' 'C' 'D' 'T' 

in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) lbs. (kN) 

B3060- 3 /8 

B3060- 1 /2 

B3060- 5 /8 

B3060- 3 /4 

7 /16" (11.1) 2 3 /16" (55.6) 2" (50.8) 1 1 /4" (31.7) 

9 /16" (14.3) 2 3 /16" (55.6) 2" (50.8) 1 1 /4" (31.7) 

11 /16" (17.5) 2" (50.8) 2" (50.8) 1 1 /4" (31.7) 

13 /16" (20.6) 3" (76.2) 3" (76.2) 1 3 /4" (44.4) 

1 /4" (6.3) 305 (1.35) 

1 /4" (6.3) 565 (2.51) 

1 /4" (6.3) 909 (4.02) 

3 /8" (9.5) 1355 (6.03) 




Phone: 800-851-7415 

Fax: 618-654-1917 

Date: 

Page No. 

Sheet Number: 



6 - 2 - 06 

72 

of



Structure Attachment 

'A' 

Hole Size 

'C' 


'B' 

Hole Spacing 

Standard Finish: Plain or Electro-Plated Zinc 

Service: Designed for brace attachment to the side of 

wood beams. 

6” 

(152mm) 


9 /16” (14mm) 

Hole 

3/8” 

(9mm) 

4” 

(101mm) 

B3060SW 

Side Beam Angle Clip for Wood Beams 

Hole Size 

Part No. 'A' 'B' 'C' 

in. (mm) in. (mm) in. (mm) 

B3060SW- 1 /2 

B3060SW- 5 /8 

B3060SW- 3 /4 

9 /16" (14.3) 2" (50.8) 4" (101.6) 

11 /16" (17.5) 2 1 /2" (63.5) 5" (127.0) 

13 /16" (20.6) 3" (76.2) 6" (152.4) 

B3060SW-1 1 1 /8" (28.6) 4" (101.6) 8" (203.2) 




Phone: 800-851-7415 

Fax: 618-654-1917 

Date: 

Page No. 

Sheet Number: 

6 - 2 - 06 

73 

of 




'A 

'T' 2 

'A 

'T' 1 

B3234 

Bevel Washer 

Material: Malleable Iron 

Standard Finish: Plain 



Service: Designed for attaching bolts to the taper 

of an I-beam or channel flange. 


For Bolt Hole 

Part No. Size Diameter 'A' T 1 T 2 

in. (mm) in. (mm) in. (mm) in. (mm) 

B3234- 3 /8 

3 /8"-16 

7 /16" (11.1) 1 1 /4" (31.7) 

5 /32" (3.9) 

11 /32" (8.7) 

B3234- 1 /2 

1 /2"-13 

9 /16" (14.2) 1 1 /4" (31.7) 

5 /32" (3.9) 

11 /32" (8.7) 

B3234- 5 /8 

5 /8"-11 

11 /16" (17.4) 1 1 /2" (38.1) 

5 /32" (3.9) 

13 /32" (10.3) 

B3234- 3 /4 

3 /4"-10 

13 /16" (20.6) 1 1 /2" (38.1) 

7 /32" (5.5) 

15 /32" (11.9) 

B3234- 7 /8 

7 /8"-9 

15 /16" (23.8) 2" (50.8) 

7 /32" (5.5) 

9 /16" (14.3) 

B3248 

Steel Washer Plate 

Specify 'C' 

'T' 

Part No. 'A' 'T' “C” 


B3248-2 x 2 x 1 /4 2" (50.8) 

B3248-3 x 3 x 1 /4 3" (76.2) 

B3248-4 x 4 x 1 /4 4" (101.6) 

B3248-5 x 5 x 1 /4 5" (127.0) 

B3248-6 x 6 x 1 /4 6" (152.4) 

B3248-3 x 3 x 3 /8 3" (76.2) 

B3248-4 x 4 x 3 /8 4" (101.6) 

B3248-5 x 5 x 3 /8 5" (127.0) 

B3248-6 x 6 x 3 /8 6" (152.4) 

B3248-4 x 4 x 1 /2 4" (101.6) 

B3248-5 x 5 x 1 /2 5" (127.0) 

B3248-6 x 6 x 1 /2 6" (152.4) 

B3248-8 x 8 x 1 /2 8" (203.2) 

1 /4" (6.3) 

1 /4" (6.3) 

1 /4" (6.3) Specify 

1 /4" (6.3) Hole 

1 /4" (6.3) Size 

3 /8" (9.5) As 

3 /8" (9.5) Shown 

3 /8" (9.5) In Hole 

3 /8" (9.5) Size 

1 /2" (12.7) Chart 

1 /2" (12.7) 

1 /2" (12.7) 

1 /2" (12.7) 

Rod 

Size 

Hole Size 

in. (mm) 

1 /4" 

5 /16" (7.9) 

5 /16" 

3 /8" (9.5) 

3 /8" 

7 /16" (11.1) 

1 /2" 

9 /16" (14.3) 

5 /8" 

11 /16" (17.4) 

3 /4" 

13 /16" (20.6) 

7 /8" 

15 /16" (23.8) 

1" 1 1 /8" (28.6) 

1 1 /8" 1 1 /4" (31.7) 

1 1 /4" 1 3 /8" (34.9) 

1 1 /2" 1 5 /8" (41.3) 

1 3 /4" 1 7 /8" (47.6) 

2" 2 1 /8" (54.0) 

'A 


Standard Finish: Plain 

'A 



Service: Designed as a heavy-duty washer to 

suspend hanger rods. 

Ordering: Specify part number, hole size 

and finish. 




Phone: 800-851-7415 

Fax: 618-654-1917 

Date: 

Page No. 

Sheet Number: 



6 - 2 - 06 

74 

of





Standard Finish: Plain or Electro-Plated 

Service: Designed to be embedded in concrete for 

attachment of 3 /8"-16 to 1 /2"-13 hanger rods. 

Ordering: Specify part number, size and finish. 

How to Install: Locate and nail to form. Pour 

concrete and strip forms when set. Remove color 

coded plug, install rod and lock with jam nut. 

'A' 

'H' 

1 1 /4” 

(31.7mm) 

B2501 

Spot Insert 

Part No. Rod Size 'A' 'H' 


B2501- 3 /8 

B2501- 1 /2 

3 /8"-16 3 15 /64" (82.1) 1 7 /8" (47.6) 

1 /2"-13 4 5 /16" (109.5) 1 7 /8" (47.6) 




Phone: 800-851-7415 

Fax: 618-654-1917 

Date: 

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Sheet Number: 

6 - 2 - 06 

75 

of 




2” 

(50.8mm) 

3 1 /4” 

(82.5mm) 




Standard Finish: Electro-Plated 

Material 

12 Ga. 

(2.6mm) 

Service: Designed to be embedded in concrete for 

attachment of 3 /8”-16 through 7 /8”-9 hanger rods. 

Ordering: Specify part number and finish for both 

spot insert and square nut. 

1 1 /2” 

(38.1mm) 

Knockout 

for Square Nut 

Insertion 

1 9 /16” 

(39.7mm) 

B2500 

Spot Insert 

* Order N2500 Nuts Separately 

1 1 /4” 

(31.7mm) 

5 /16” 

(7.9mm) 

Part No. 

N2500- 1 /2 

Thread 

Size 

'A' 

1 /2"-13 

N2500- 5 /8 

5 /8"-11 

1 1 /4” 

(31.7mm) 

N2500- 3 /4 

N2500- 7 /8 

3 /4"-10 

7 /8"-9 

Thread Size ‘A’ 

N2500 

Square Nut 



Wedge Anchors 

Approved for sizes 3 /8, 1 /2, 5 /8 and 3 /4 with minimum 

embedment depth noted on approved details. 

Hilti Kwik Bolt 3 or approved equal 




Phone: 800-851-7415 

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6 - 2 - 06 

76 

of


CONCRETE INSERT 

2 9 /16" 

(65mm) 

4" 

(101mm) 

1 1 /2" 

(38mm) 

1 5 /8" 

(41mm) 

B3332 

End Cap 

Styrofoam 

Filler 

1 3 /8" 

(35mm) 

B32I-8 

1 5 /8" 

(41mm) 

2 7 /8" 

(73mm) 

1 3 /8" 

(35mm) 

11 /16" 

(17mm) 

3/4" 

(19mm) 

.188 (4.8mm) Knockouts 

for Nailing Inserts to 

Forms 

Styrofoam Filler 

Part No. Length Design Load* 


B32I-8 8" (203) 1200 (5.34) 

B32I-12 12" (305) 2000 (8.89) 

B32I-16 16" (406) 2000 (8.89) 

B32I-20 20" (508) 2000 (8.89) 

B32I-24 24" (609) 2000 (8.89) 

B32I-32 32" (813) 2000 (8.89) 

B206 End Caps 

B32I-12 thru B32I-240 



Material: 12 Ga. (2.6mm) 

B32I-40 40" (914) 2000 (8.89) 

B32I-48 48" (1219) 2000 (8.89) 

B32I-60 60" (1524) 2000 (8.89) 

B32I-72 72" (1829) 2000 (8.89) 

B32I-84 84" (2133) 2000 (8.89) 

B32I-96 96" (2438) 2000 (8.89) 

B32I-108 108" (2743) 2000 (8.89) 

B32I-120 120" (3048) 2000 (8.89) 

B32I-144 144" (3657) 2000 (8.89) 

B32I-168 168" (4267) 2000 (8.89) 

B32I-192 192" (4877) 2000 (8.89) 

B32I-216 216" (5486) 2000 (8.89) 

B32I-240 240" (6096) 2000 (8.89) 

Loads concentrated within the last 2" (51mm) of 

concrete inserts 8" (203mm) and longer should not 

exceed 1000 Lbs. (4.45kN). 

Concrete inserts should be secured to forms on 

16" (406mm) to 24" (609mm) intervals. 

B32I continuous concrete inserts are made from 

B32 channel. Use channel nuts designed for use in 

B32 channel. 

Styrofoam fillers are supplied with all B32I concrete 

inserts. B3332 end caps are furnished with inserts 

through 16" (406mm) long, and B206 end caps are 

furnished with inserts over 16" (406mm) long. 

* Continuous insert allowable load per foot of 

insert - 2000 lbs. (8.89kN) in 3000 psi (20.7MPa) 

normal weight concrete. 




Phone: 800-851-7415 

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Date: 

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Sheet Number: 

6 - 2 - 06 

77 

of 




2 9 /16" 

(65mm) 

CONCRETE INSERT 

4" 

(101mm) 

1 1 /2" 

(38mm) 

1 5 /8" 

(41mm) 

B3322 

End Cap 

1 5 /8" 

(41mm) 

Styrofoam 

Filler 

1 5 /8" 

(41mm) 

3 1 /8" 

(79mm) 

11 /16" 

(17mm) 

3/4" 

(19mm) 

.188 (4.8mm) Knockouts 

for Nailing Inserts to 

Forms 

Styrofoam Filler 

B22I-8 

1 5 /8" 

(41mm) 

Part No. Length Design Load* 


B22I-8 8" (203) 1200 (5.34) 

B205 End Caps 

B22I-12 thru B22I-240 

B22I-12 12" (305) 2000 (8.89) 

B22I-16 16" (406) 2000 (8.89) 

B22I-20 20" (508) 2000 (8.89) 

B22I-24 24" (609) 2000 (8.89) 

B22I-32 32" (813) 2000 (8.89) 



Material: 12 Ga. (2.6mm) 

B22I-40 40" (914) 2000 (8.89) 

B22I-48 48" (1219) 2000 (8.89) 

B22I-60 60" (1524) 2000 (8.89) 

B22I-72 72" (1829) 2000 (8.89) 

B22I-84 84" (2133) 2000 (8.89) 

B22I-96 96" (2438) 2000 (8.89) 

B22I-108 108" (2743) 2000 (8.89) 

B22I-120 120" (3048) 2000 (8.89) 

B22I-144 144" (3657) 2000 (8.89) 

B22I-168 168" (4267) 2000 (8.89) 

B22I-192 192" (4877) 2000 (8.89) 

B22I-216 216" (5486) 2000 (8.89) 

B22I-240 240" (6096) 2000 (8.89) 

Loads concentrated within the last 2" (51mm) of 

concrete inserts 8" (203mm) and longer should not 

exceed 1000 Lbs. (4.45kN). 

Concrete inserts should be secured to forms on 

16" (406mm) to 24" (609mm) intervals. 

B22I continuous concrete inserts are made from 

B22 channel. Use channel nuts designed for use in 

B22 channel. 

Styrofoam fillers are supplied with all B22I concrete 

inserts. B3322 end caps are furnished with inserts 

through 16" (406mm) long, and B205 end caps are 

furnished with inserts over 16" (406mm) long. 

* Continuous insert allowable load per foot of 

insert - 2000 lbs. (8.89kN) in 3000 psi (20.7MPa) 

normal weight concrete. 




Phone: 800-851-7415 

Fax: 618-654-1917 

Date: 

Page No. 

Sheet Number: 



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78 

of

METRIC CONVERSION CHARTS 

To Convert From To Multiply By 

Angle 

degree radian (rad) 1.745329 x 10 -2 

radian (rad) degree 5.729578 x 10 +1 

Area 

foot 2 square meter (m 2 ) 9.290304 x 10 -2 

inch 2 square meter (m 2 ) 6.451600 x 10 -4 

circular mil square meter (m 2 ) 5.067075 x 10 -10 

sq. centimeter (cm 2 ) square inch (in 2 ) 1.550003 x 10 -1 

square meter (m 2 ) foot 2 1.076391 x 10 +1 

square meter (m 2 ) inch 2 1.550003 x 10 +3 

square meter (m 2 ) circular mil 1.973525 x 10 +9 

Temperature 

degree Fahrenheit degree Celsius t° C = (t° F - 32) / 1.8 

degree Celsius degree Fahrenheit t° F = 1.8 t° C + 32 

Force 

pounds-force (lbf) newtons (N) 4.448222 


Length 

foot (ft) meter (m) 3.048000 x 10 -1 

inch (in) meter (m) 2.540000 x 10 -2 

mil meter (m) 2.540000 x 10 -5 

inch (in) micrometer (µm) 2.540000 x 10 +4 

meter (m) foot (ft) 3.280840 

meter (m) inch (in) 3.937008 x 10 +1 

meter (m) mil 3.937008 x 10 +4 

micrometer (µm) inch (in) 3.937008 x 10 -5 

Volume 

foot 3 cubic meter (m 3 ) 2.831685 x 10 -2 

inch 3 cubic meter (m 3 ) 1.638706 x 10 -5 

cubic centimeter (cm 3 ) cubic inch (in 3 ) 6.102374 x 10 -2 

cubic meter (m 3 ) foot 3 3.531466 x 10 +1 

cubic meter (m 3 ) inch 3 6.102376 x 10 +4 

gallon (U.S. liquid) cubic meter (m 3 ) 3.785412 x 10 -3 


Bending Moment or Torque 

lbf•ft newton meter (N•m) 1.355818 

lbf•in newton meter (N•m) 1.129848 x 10 -1 

N•m lbf•ft 7.375621 x 10 -1 

N•m lbf•in 8.850748 

Mass 

pound (avoirdupois) kilogram (kg) 4.535924 x 10 -1 

kilogram (kg) pound (avoirdupois) 2.204622 

Mass Per Unit Length 

lb/ft kilogram per meter (kg/m) 1.488164 

lb/in kilogram per meter (kg/m) 1.785797 x 10 +1 

kg/m lb/ft 6.719689 x 10 -1 

kg/m lb/in 5.599741 x 10 -2 

Mass Per Unit Volume 

lb/ft 3 kilogram per cubic meter (kg/m 3 ) 1.601846 x 10 +1 

lb/in 3 kilogram per cubic meter (kg/m 3 ) 2.767990 x 10 +4 

kg/m 3 lb/ft 3 6.242797 x 10 -2 

kg/m 3 lb/in 3 3.612730 x 10 -5 

lbs/ft 3 lbs/in 3 1.728000 x 10 +3 

Mass Per Area Unit 

lb/ft 2 kilogram per square meter (kg/m 2 ) 4.882428 

kg/m 2 pound per square foot (lb/ft 2 ) 2.048161 x 10 -1 

Pressure or Stress 

lbf/in 2 (psi) pascal (Pa) 6.894757 x 10 +3 

kip/in 2 (ksi) pascal (Pa) 6.894757 x 10 +6 

lbf/in 2 (psi) megapascals (MPa) 6.894757 x 10 -3 

pascal (Pa) pound force per sq. inch (psi) 1.450377 x 10 -4 

pascal (Pa) kip per sq. inch (ksi) 1.450377 x 10 -7 




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APPENDIX - SEISMIC MAP 

SEISMIC MAP * 

3 

2B 

3 

0 

2A 

1 

1 

2B 

3 

4 

2A 

3 

2B 

0 

1 

2A 

4 

3 

2B 

3 

0 

1 

2A 

1 

4 

3 

1 

2A 

2A 

1 

3 

2B 

1 

1 

Alaska 

3 

2B 

1 

4 

0 

1 

2B 

3 

4 

1 

2B 

1 

Hawaii 

2B 

1 

0 

2A 

1 

3 

0 

1 

2A 

4 

0 

Aleutian Islands 

3 

4 

3 

Puerto Rico 

4 

Refer to Figure 16A-2 

for California. 

* Uniform Building Code 




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This Page Has Been 

Intentionally Left Blank 




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Appendix 1 

Support Spacing for Single Rod Hanger Piping 

Pages 83 - 86 

Pages 87 - 90 

Pages 91 - 94 

Pages 95 - 98 

Pages 99 - 102 

Pages 103 - 106 

Tables 1 & 2 for Seismic Force Level 0.15g (ASD) 






Table 1 - Maximum Hanger Spacing for Steel Pipe 

Table 2 - Maximum Hanger Spacing for Copper Tubing 

This Appendix contains bracing tables developed using allowable stress design 

(ASD) for the following seismic force values (i.e. “g-values”): .15g (ASD), 

.30g (ASD), .45g (ASD), .50g (ASD), .75g (ASD), and 1.0g (ASD). The 

building code uses strength design. (See Special Note page 2 for further 

information.) These charts cover the vast majority of seismic requirements from 

coast to coast, from Zone 1 to Zone 4 applications, and take into account the 

many codes which may be referenced for a specific project. 

The seismic zone, building type, and other factors determine the level of 

seismic force for a particular project. The project design professional should 

determine the correct seismic force value using the appropriate building code and 

local requirements. Use of the correct table is very important to ensure that the 

c o r rect brace spacing and anchorage is provided. See pages 1 - 8 for more 

information. 




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SUPPORT SPACING FOR SINGLE ROD HANGER PIPING 


Seismic Force Level (g’s) 0.15g (ASD) 

Field Maximum Transverse Maximum Longitudinal Braced Minimum 

Hanger Transverse Structure Longitudinal Structure Hanger & Braced Water 

Nominal Spacing Support Connection Support Connection Rod Loads Rod Filled 

Pipe Size See Note 1 Spacing Type Spacing Type See Note 3 Size Weight 

in. (mm) ft. (m) ft. (m) See Note 2 ft. (m) See Note 2 lbs. (kN) lbs./ft. (kg/m) 

1/2" (15) 5 (1.52) 40 (12.19) I 80 (24.38) I 17 (0.07) 3/8"-16 0.98 (1.46) 

1/2" (15) 6 (1.83) 36 (10.98) I 72 (21.94) I 17 (0.07) 3/8"-16 0.98 (1.46) 

1/2" (15) 7 (2.13) 35 (10.67) I 70 (21.35) I 17 (0.07) 3/8"-16 0.98 (1.46) 

1/2" (15) 8 (2.44) 40 (12.19) I 80 (24.38) I 20 (0.09) 3/8"-16 0.98 (1.46) 

1/2" (15) 10 (3.05) 40 (12.19) I 80 (24.38) I 22 (0.10) 3/8"-16 0.98 (1.46) 

3/4" (20) 5 (1.52) 40 (12.19) I 80 (24.38) I 23 (0.10) 3/8"-16 1.36 (2.02) 

3/4" (20) 6 (1.83) 36 (10.98) I 72 (21.94) I 23 (0.10) 3/8"-16 1.36 (2.02) 

3/4" (20) 7 (2.13) 35 (10.67) I 70 (21.35) I 24 (0.10) 3/8"-16 1.36 (2.02) 

3/4" (20) 8 (2.44) 40 (12.19) I 80 (24.38) I 28 (0.12) 3/8"-16 1.36 (2.02) 

3/4" (20) 10 (3.05) 40 (12.19) I 80 (24.38) I 31 (0.14) 3/8"-16 1.36 (2.02) 

1" (25) 5 (1.52) 40 (12.19) I 80 (24.38) I 36 (0.16) 3/8"-16 2.06 (3.06) 

1" (25) 6 (1.83) 36 (10.98) I 72 (21.94) I 35 (0.15) 3/8"-16 2.06 (3.06) 

1" (25) 7 (2.13) 35 (10.67) I 70 (21.35) I 37 (0.16) 3/8"-16 2.06 (3.06) 

1" (25) 8 (2.44) 40 (12.19) I 80 (24.38) I 42 (0.18) 3/8"-16 2.06 (3.06) 

1" (25) 10 (3.05) 40 (12.19) I 80 (24.38) I 46 (0.20) 3/8"-16 2.06 (3.06) 

1 1 /4" (32) 5 (1.52) 40 (12.19) I 80 (24.38) I 50 (0.22) 3/8"-16 2.92 (4.34) 

1 1 /4" (32) 6 (1.83) 36 (10.98) I 72 (21.94) I 50 (0.22) 3/8"-16 2.92 (4.34) 

1 1 /4" (32) 7 (2.13) 35 (10.67) I 70 (21.35) I 52 (0.23) 3/8"-16 2.92 (4.34) 

1 1 /4" (32) 8 (2.44) 40 (12.19) I 80 (24.38) I 60 (0.26) 3/8"-16 2.92 (4.34) 

1 1 /4" (32) 10 (3.05) 40 (12.19) I 80 (24.38) I 66 (0.29) 3/8"-16 2.92 (4.34) 

1 1 /2" (40) 5 (1.52) 40 (12.19) I 80 (24.38) I 62 (0.27) 3/8"-16 3.60 (5.36) 

1 1 /2" (40) 6 (1.83) 36 (10.98) I 72 (21.94) I 62 (0.27) 3/8"-16 3.60 (5.36) 

1 1 /2" (40) 9 (2.74) 36 (10.98) I 72 (21.94) I 73 (0.32) 3/8"-16 3.60 (5.36) 

1 1 /2" (40) 10 (3.05) 40 (12.19) I 80 (24.38) I 81 (0.36) 3/8"-16 3.60 (5.36) 

1 1 /2" (40) 12 (3.66) 36 (10.98) I 72 (21.94) I 84 (0.37) 3/8"-16 3.60 (5.36) 

2" (50) 5 (1.52) 40 (12.19) I 80 (24.38) I 88 (0.39) 3/8"-16 5.10 (7.59) 

2" (50) 6 (1.83) 36 (10.98) I 72 (21.94) I 87 (0.38) 3/8"-16 5.10 (7.59) 

2" (50) 8 (2.44) 40 (12.19) I 80 (24.38) I 104 (0.46) 3/8"-16 5.10 (7.59) 

2" (50) 10 (3.05) 40 (12.19) I 80 (24.38) I 115 (0.51) 3/8"-16 5.10 (7.59) 

2" (50) 12 (3.66) 36 (10.98) I 72 (21.94) I 119 (0.53) 3/8"-16 5.10 (7.59) 

2 1 /2" (65) 5 (1.52) 40 (12.19) I 80 (24.38) I 136 (0.60) 1/2"-13 7.87 (11.71) 

2 1 /2" (65) 6 (1.83) 36 (10.98) I 72 (21.94) I 135 (0.60) 1/2"-13 7.87 (11.71) 

2 1 /2" (65) 8 (2.44) 40 (12.19) I 80 (24.38) I 161 (0.71) 1/2"-13 7.87 (11.71) 

2 1 /2" (65) 10 (3.05) 40 (12.19) I 80 (24.38) I 177 (0.79) 1/2"-13 7.87 (11.71) 

2 1 /2" (65) 12 (3.66) 36 (10.98) I 72 (21.94) I 184 (0.82) 1/2"-13 7.87 (11.71) 

Continued on following page. 




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3" (80) 6 (1.83) 36 (10.98) I 72 (21.94) I 184 (0.82) 1/2"-13 10.75 (16.00) 

3" (80) 8 (2.44) 40 (12.19) I 80 (24.38) II 219 (0.97) 1/2"-13 10.75 (16.00) 

3" (80) 10 (3.05) 40 (12.19) I 80 (24.38) II 242 (1.07) 1/2"-13 10.75 (16.00) 

3" (80) 12 (3.66) 36 (10.98) I 72 (21.94) I 252 (1.12) 1/2"-13 10.75 (16.00) 

3" (80) 15 (4.57) 30 (9.15) I 60 (18.30) I 266 (1.18) 1/2"-13 10.75 (16.00) 

3 1 /2" (90) 6 (1.83) 36 (10.98) I 72 (21.94) II 229 (1.02) 1/2"-13 13.39 (19.92) 

3 1 /2" (90) 8 (2.44) 40 (12.19) I 80 (24.38) II 273 (1.21) 1/2"-13 13.39 (19.92) 

3 1 /2" (90) 10 (3.05) 40 (12.19) I 80 (24.38) II 301 (1.34) 1/2"-13 13.39 (19.92) 

3 1 /2" (90) 12 (3.66) 36 (10.98) I 72 (21.94) II 313 (1.39) 1/2"-13 13.39 (19.92) 

3 1 /2" (90) 15 (4.57) 30 (9.15) I 60 (18.30) I 331 (1.47) 1/2"-13 13.39 (19.92) 

4" (100) 6 (1.83) 36 (10.98) I 72 (21.94) II 279 (1.24) 5/8"-11 16.31 (24.27) 

4" (100) 8 (2.44) 40 (12.19) I 80 (24.38) II 333 (1.48) 5/8"-11 16.31 (24.27) 

4" (100) 10 (3.05) 40 (12.19) I 80 (24.38) II 367 (1.63) 5/8"-11 16.31 (24.27) 

4" (100) 12 (3.66) 36 (10.98) I 72 (21.94) II 382 (1.70) 5/8"-11 16.31 (24.27) 

4" (100) 15 (4.57) 30 (9.15) I 60 (18.30) II 404 (1.79) 5/8"-11 16.31 (24.27) 

5" (125) 8 (2.44) 40 (12.19) II 80 (24.38) III 477 (2.12) 5/8"-11 23.39 (34.81) 

5" (125) 10 (3.05) 40 (12.19) II 80 (24.38) III 526 (2.34) 5/8"-11 23.39 (34.81) 

5" (125) 12 (3.66) 36 (10.98) II 72 (21.94) III 547 (2.43) 5/8"-11 23.39 (34.81) 

5" (125) 15 (4.57) 30 (9.15) I 60 (18.30) II 579 (2.57) 5/8"-11 23.39 (34.81) 

5" (125) 18 (5.49) 36 (10.98) II 54 (16.47) II 632 (2.81) 5/8"-11 23.39 (34.81) 

6" (150) 8 (2.44) 40 (12.19) II 80 (24.38) IV 642 (2.85) 3/4"-10 31.49 (46.86) 

6" (150) 10 (3.05) 40 (12.19) II 80 (24.38) IV 709 (3.15) 3/4"-10 31.49 (46.86) 

6" (150) 12 (3.66) 36 (10.98) II 72 (21.94) IV 737 (3.28) 3/4"-10 31.49 (46.86) 

6" (150) 15 (4.57) 30 (9.15) II 60 (18.30) III 779 (3.46) 3/4"-10 31.49 (46.86) 

6" (150) 18 (5.49) 36 (10.98) II 72 (21.94) IV 935 (4.16) 3/4"-10 31.49 (46.86) 

8" (200) 8 (2.44) 40 (12.19) III 80 (24.38) V 1025 (4.56) 3/4"-10 50.23 (74.75) 

8" (200) 10 (3.05) 40 (12.19) III 80 (24.38) V 1130 (5.02) 3/4"-10 50.23 (74.75) 

8" (200) 12 (3.66) 36 (10.98) III 72 (21.94) V 1175 (5.22) 3/4"-10 50.23 (74.75) 

8" (200) 15 (4.57) 30 (9.15) III 60 (18.30) IV 1243 (5.53) 3/4"-10 50.23 (74.75) 

8" (200) 20 (6.10) 40 (12.19) III 80 (24.38) V 1658 (7.37) 3/4"-10 50.23 (74.75) 

10" (250) 8 (2.44) 40 (12.19) IV 56 (17.08) V 1253 (5.57) 7/8"-9 74.60 (111.01) 

10" (250) 10 (3.05) 40 (12.19) IV 60 (18.29) V 1455 (6.47) 7/8"-9 74.60 (111.01) 

10" (250) 12 (3.66) 36 (10.98) IV 60 (18.29) V 1611 (7.16) 7/8"-9 74.60 (111.01) 

10" (250) 15 (4.57) 30 (9.15) IV 60 (18.29) V 1846 (8.21) 7/8"-9 74.60 (111.01) 

10" (250) 20 (6.10) 40 (12.19) IV 60 (18.29) V 2238 (9.95) 7/8"-9 74.60 (111.01) 

12" (300) 8 (2.44) 40 (12.19) V 40 (12.19) V 1470 (6.54) 7/8"-9 102.10 (151.94) 

12" (300) 10 (3.05) 40 (12.19) V 40 (12.19) V 1685 (7.49) 7/8"-9 102.10 (151.94) 

12" (300) 12 (3.66) 36 (10.98) V 36 (10.98) V 1838 (8.17) 7/8"-9 102.10 (151.94) 

12" (300) 15 (4.57) 30 (9.15) V 45 (13.72) V 2297 (10.22) 7/8"-9 102.10 (151.94) 

12" (300) 18 (5.49) 36 (10.98) V 36 (10.98) V 2481 (11.03) 7/8"-9 102.10 (151.94) 




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Tubing Size See Note 1 Spacing Type Spacing Type See Note 3 Size Weight 


1/2" (15) 5 (1.52) 25 (7.62) I 50 (15.25) I 5.5 (0.024) 3/8"-16 0.43 (0.64) 

1/2" (15) 6 (1.83) 24 (7.32) I 48 (14.64) I 5.8 (0.025) 3/8"-16 0.43 (0.64) 

1/2" (15) 7 (2.13) 21 (6.40) I 42 (12.81) I 5.9 (0.026) 3/8"-16 0.43 (0.64) 

1/2" (15) 8 (2.44) 24 (7.32) I 48 (14.64) I 6.7 (0.030) 3/8"-16 0.43 (0.64) 

1/2" (15) 10 (3.05) 10 (3.05) I 20 (6.10) I 5.8 (0.026) 3/8"-16 0.43 (0.64) 

3/4" (20) 5 (1.52) 30 (9.15) I 60 (18.30) I 11.8 (0.052) 3/8"-16 0.83 (1.23) 

3/4" (20) 6 (1.83) 30 (9.15) I 60 (18.30) I 12.7 (0.056) 3/8"-16 0.83 (1.23) 

3/4" (20) 7 (2.13) 28 (8.54) I 56 (17.08) I 13.1 (0.058) 3/8"-16 0.83 (1.23) 

3/4" (20) 8 (2.44) 24 (7.32) I 48 (14.64) I 12.9 (0.057) 3/8"-16 0.83 (1.23) 

3/4" (20) 10 (3.05) 20 (6.10) I 40 (12.19) I 13.7 (0.061) 3/8"-16 0.83 (1.23) 

1" (25) 5 (1.52) 35 (10.67) I 70 (21.35) I 18.6 (0.083) 3/8"-16 1.18 (1.75) 

1" (25) 6 (1.83) 36 (10.98) I 72 (21.94) I 20.2 (0.090) 3/8"-16 1.18 (1.75) 

1" (25) 7 (2.13) 35 (10.67) I 70 (21.35) I 21.1 (0.094) 3/8"-16 1.18 (1.75) 

1" (25) 8 (2.44) 32 (9.76) I 64 (19.52) I 21.2 (0.094) 3/8"-16 1.18 (1.75) 

1" (25) 10 (3.05) 30 (9.15) I 60 (18.30) I 23.0 (0.102) 3/8"-16 1.18 (1.75) 

1 1 /4" (32) 5 (1.52) 40 (12.19) I 80 (24.38) I 27.1 (0.120) 3/8"-16 1.57 (2.33) 

1 1 /4" (32) 6 (1.83) 36 (10.98) I 72 (21.94) I 26.8 (0.119) 3/8"-16 1.57 (2.33) 

1 1 /4" (32) 7 (2.13) 35 (10.67) I 70 (21.35) I 28.0 (0.124) 3/8"-16 1.57 (2.33) 

1 1 /4" (32) 8 (2.44) 40 (12.19) I 80 (24.38) I 32.0 (0.142) 3/8"-16 1.57 (2.33) 

1 1 /4" (32) 10 (3.05) 30 (9.15) I 60 (18.30) I 30.6 (0.136) 3/8"-16 1.57 (2.33) 

1 1 /2" (40) 5 (1.52) 40 (12.19) I 80 (24.38) I 36.2 (0.161) 3/8"-16 2.10 (3.17) 

1 1 /2" (40) 6 (1.83) 36 (10.98) I 72 (21.94) I 35.9 (0.159) 3/8"-16 2.10 (3.17) 

1 1 /2" (40) 8 (2.44) 40 (12.19) I 80 (24.38) I 42.8 (0.190) 3/8"-16 2.10 (3.17) 

1 1 /2" (40) 10 (3.05) 40 (12.19) I 80 (24.38) I 47.2 (0.210) 3/8"-16 2.10 (3.17) 

1 1 /2" (40) 12 (3.66) 36 (10.98) I 72 (21.94) I 49.1 (0.218) 3/8"-16 2.10 (3.17) 

2" (50) 5 (1.52) 40 (12.19) I 80 (24.38) I 58.1 (0.258) 3/8"-16 3.37 (5.01) 

2" (50) 6 (1.83) 36 (10.98) I 72 (21.94) I 57.6 (0.256) 3/8"-16 3.37 (5.01) 

2" (50) 8 (2.44) 40 (12.19) I 80 (24.38) I 68.7 (0.305) 3/8"-16 3.37 (5.01) 

2" (50) 10 (3.05) 40 (12.19) I 80 (24.38) I 75.8 (0.337) 3/8"-16 3.37 (5.01) 

2" (50) 12 (3.66) 36 (10.98) I 72 (21.94) I 78.9 (0.351) 3/8"-16 3.37 (5.01) 

2 1 /2" (65) 5 (1.52) 40 (12.19) I 80 (24.38) I 84.9 (0.377) 1/2"-13 4.92 (7.32) 

2 1 /2" (65) 6 (1.83) 36 (10.98) I 72 (21.94) I 84.1 (0.374) 1/2"-13 4.92 (7.32) 

2 1 /2" (65) 9 (2.74) 36 (10.98) I 72 (21.94) I 99.6 (0.443) 1/2"-13 4.92 (7.32) 

2 1 /2" (65) 10 (3.05) 40 (12.19) I 80 (24.38) I 110.7 (0.492) 1/2"-13 4.92 (7.32) 

2 1 /2" (65) 12 (3.66) 36 (10.98) I 72 (21.94) I 115.1 (0.512) 1/2"-13 4.92 (7.32) 





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3" (80) 5 (1.52) 40 (12.19) I 80 (24.38) I 120.1 (0.534) 1/2"-13 6.96 (10.35) 

3" (80) 6 (1.83) 36 (10.98) I 72 (21.94) I 119.0 (0.529) 1/2"-13 6.96 (10.35) 

3" (80) 8 (2.44) 40 (12.19) I 80 (24.38) I 142.0 (0.631) 1/2"-13 6.96 (10.35) 

3" (80) 10 (3.05) 40 (12.19) I 80 (24.38) I 156.6 (0.696) 1/2"-13 6.96 (10.35) 

3" (80) 12 (3.66) 36 (10.98) I 72 (21.94) I 162.9 (0.724) 1/2"-13 6.96 (10.35) 

3 1 /2" (90) 5 (1.52) 40 (12.19) I 80 (24.38) I 155.6 (0.692) 1/2"-13 9.02 (13.42) 

3 1 /2" (90) 6 (1.83) 36 (10.98) I 72 (21.94) I 154.2 (0.686) 1/2"-13 9.02 (13.42) 

3 1 /2" (90) 8 (2.44) 40 (12.19) I 80 (24.38) I 184.0 (0.818) 1/2"-13 9.02 (13.42) 

3 1 /2" (90) 10 (3.05) 40 (12.19) I 80 (24.38) I 202.9 (0.902) 1/2"-13 9.02 (13.42) 

3 1 /2" (90) 12 (3.66) 36 (10.98) I 72 (21.94) I 211.1 (0.939) 1/2"-13 9.02 (13.42) 

4" (100) 6 (1.83) 36 (10.98) I 72 (21.94) II 197.8 (0.880) 1/2"-13 11.57 (17.21) 

4" ( 100) 8 (2.44) 40 (12.19) I 80 (24.38) II 236.0 (1.050) 1/2"-13 11.57 (17.21) 

4" ( 100) 10 (3.05) 40 (12.19) I 80 (24.38) II 260.3 (1.158) 1/2"-13 11.57 (17.21) 

4" ( 100) 12 (3.66) 36 (10.98) I 72 (21.94) II 270.7 (1.204) 1/2"-13 11.57 (17.21) 

4" ( 100) 15 (4.57) 30 (9.15) I 60 (18.30) I 286.3 1.273) 1/2"-13 11.57 (17.21) 

Notes: 

1). Many codes require pipe hangers to be spaced every 10’-0” (3.05m) regardless of size. Check 

your local codes. Spacing and capacities are based on water filled standard weight pipe. Closer 

hanger spacing may be required when additional valves and fittings increase the load. For 

electrical conduit support spacing and weight of conduit filled with conductors information, 

see B-Line Strut Systems Catalog. 

2). The “structure connection type” is the brace anchorage requirement. See pages 23 thru 38 for 

brace attachment details. 

3). The hanger and rod loads indicates the maximum tension in the rod (and hanger) due to gravity 

and the additional seismic forces at the braced location. Select a pipe hanger from pages 

63 thru 71 that meets the hanger load requirements. Select a rod attachment detail from pages 

39 thru 56 that meets the rod load requirements. Be sure to follow the guidelines on page 57 & 

58 to see if a rod stiffener is required, due to the length of the rod. Rod stiffeners, if necessary, 

are only required at braced locations. Unbraced hangers do not require rod stiffeners. 

4). Braces must be attached within 4 inches (101mm) of hanger, see Figure 5, 6 and 8. 

5). Table 1 is for steel pipe. Spacing limitations may exist for other types of pipe. See 

Note E) on page 9. 

6). Seismic forces include 1 /3 of horizontal seismic force applied in vertical direction. 

7). Consult appropriate plumbing code for non-braced hanger rod sizes. 

8). Charts on pages 83 - 86 are for 0.15g (ASD) applications. 




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1/2" (15) 5 (1.52) 35 (10.67) I 70 (21.35) I 26 (0.115) 3/8"-16 0.98 (1.46) 

1/2" (15) 6 (1.83) 30 (9.15) I 60 (18.30) I 24 (0.107) 3/8"-16 0.98 (1.46) 

1/2" (15) 7 (2.13) 28 (8.54) I 56 (17.08) I 24 (0.107) 3/8"-16 0.98 (1.46) 

1/2" (15) 8 (2.44) 32 (9.76) I 64 (19.52) I 27 (0.120) 3/8"-16 0.98 (1.46) 

1/2" (15) 10 (3.05) 30 (9.15) I 60 (18.30) I 28 (0.124) 3/8"-16 0.98 (1.46) 

3/4" (20) 5 (1.52) 40 (12.19) I 80 (24.38) I 40 (0.178) 3/8"-16 1.36 (2.02) 

3/4" (20) 6 (1.83) 36 (10.98) I 72 (21.94) I 38 (0.169) 3/8"-16 1.36 (2.02) 

3/4" (20) 7 (2.13) 35 (10.67) I 70 (21.35) I 39 (0.173) 3/8"-16 1.36 (2.02) 

3/4" (20) 8 (2.44) 32 (9.76) I 64 (19.52) I 38 (0.169) 3/8"-16 1.36 (2.02) 

3/4" (20) 10 (3.05) 30 (9.15) I 60 (18.30) I 39 (0.173) 3/8"-16 1.36 (2.02) 

1" (25) 5 (1.52) 40 (12.19) I 80 (24.38) I 61 (0.271) 3/8"-16 2.06 (3.06) 

1" (25) 6 (1.83) 36 (10.98) I 72 (21.94) I 58 (0.258) 3/8"-16 2.06 (3.06) 

1" (25) 7 (2.13) 35 (10.67) I 70 (21.35) I 59 (0.262) 3/8"-16 2.06 (3.06) 

1" (25) 8 (2.44) 40 (12.19) I 80 (24.38) I 68 (0.302) 3/8"-16 2.06 (3.06) 

1" (25) 10 (3.05) 40 (12.19) I 80 (24.38) I 72 (0.320) 3/8"-16 2.06 (3.06) 

1 1 /4" (32) 5 (1.52) 40 (12.19) I 80 (24.38) I 86 (0.382) 3/8"-16 2.92 (4.34) 

1 1 /4" (32) 6 (1.83) 36 (10.98) I 72 (21.94) I 82 (0.365) 3/8"-16 2.92 (4.34) 

1 1 /4" (32) 7 (2.13) 35 (10.67) I 70 (21.35) I 84 (0.373) 3/8"-16 2.92 (4.34) 

1 1 /4" (32) 8 (2.44) 40 (12.19) I 80 (24.38) I 96 (0.427) 3/8"-16 2.92 (4.34) 

1 1 /4" (32) 10 (3.05) 40 (12.19) I 80 (24.38) I 102 (0.453) 3/8"-16 2.92 (4.34) 

1 1 /2" (40) 5 (1.52) 40 (12.19) I 80 (24.38) I 106 (0.471) 3/8"-16 3.60 (5.36) 

1 1 /2" (40) 6 (1.83) 36 (10.98) I 72 (21.94) I 102 (0.453) 3/8"-16 3.60 (5.36) 

1 1 /2" (40) 9 (2.74) 36 (10.98) I 72 (21.94) I 113 (0.502) 3/8"-16 3.60 (5.36) 

1 1 /2" (40) 10 (3.05) 40 (12.19) I 80 (24.38) I 126 (0.560) 3/8"-16 3.60 (5.36) 

1 1 /2" (40) 12 (3.66) 36 (10.98) I 72 (21.94) I 125 (0.556) 3/8"-16 3.60 (5.36) 

2" (50) 5 (1.52) 40 (12.19) I 80 (24.38) I 150 (0.667) 3/8"-16 5.10 (7.59) 

2" (50) 6 (1.83) 36 (10.98) I 72 (21.94) I 144 (0.640) 3/8"-16 5.10 (7.59) 

2" (50) 8 (2.44) 40 (12.19) I 80 (24.38) I 167 (0.743) 3/8"-16 5.10 (7.59) 

2" (50) 10 (3.05) 40 (12.19) I 80 (24.38) I 178 (0.792) 3/8"-16 5.10 (7.59) 

2" (50) 12 (3.66) 36 (10.98) I 72 (21.94) I 177 (0.787) 3/8"-16 5.10 (7.59) 

2 1 /2" (65) 5 (1.52) 40 (12.19) I 80 (24.38) II 232 (1.032) 1/2"-13 7.87 (11.71) 

2 1 /2" (65) 6 (1.83) 36 (10.98) I 72 (21.94) II 222 (0.987) 1/2"-13 7.87 (11.71) 

2 1 /2" (65) 8 (2.44) 40 (12.19) I 80 (24.38) II 258 (1.147) 1/2"-13 7.87 (11.71) 

2 1 /2" (65) 10 (3.05) 40 (12.19) I 80 (24.38) II 275 (1.223) 1/2"-13 7.87 (11.71) 

2 1 /2" (65) 12 (3.66) 36 (10.98) I 72 (21.94) II 274 (1.219) 1/2"-13 7.87 (11.71) 





Phone: 800-851-7415 

Fax: 618-654-1917 

Date: 

Page No. 

Sheet Number: 

6 - 2 - 06 

87 

of 









3" (80) 6 (1.83) 36 (10.98) I 72 (21.94) III 303 (1.348) 1/2"-13 10.75 (16.00) 

3" (80) 8 (2.44) 40 (12.19) II 80 (24.38) III 353 (1.570) 1/2"-13 10.75 (16.00) 

3" (80) 10 (3.05) 40 (12.19) II 80 (24.38) III 376 (1.672) 1/2"-13 10.75 (16.00) 

3" (80) 12 (3.66) 36 (10.98) I 72 (21.94) III 374 (1.663) 1/2"-13 10.75 (16.00) 

3" (80) 15 (4.57) 30 (9.15) I 60 (18.30) II 371 (1.650) 1/2"-13 10.75 (16.00) 

3 1 /2" (90) 6 (1.83) 36 (10.98) II 72 (21.94) III 378 (1.681) 1/2"-13 13.39 (19.92) 

3 1 /2" (90) 8 (2.44) 40 (12.19) II 80 (24.38) IV 439 (1.952) 1/2"-13 13.39 (19.92) 

3 1 /2" (90) 10 (3.05) 40 (12.19) II 80 (24.38) IV 469 (2.086) 1/2"-13 13.39 (19.92) 

3 1 /2" (90) 12 (3.66) 36 (10.98) II 72 (21.94) III 466 (2.073) 1/2"-13 13.39 (19.92) 

3 1 /2" (90) 15 (4.57) 30 (9.15) II 60 (18.30) III 462 (2.055) 1/2"-13 13.39 (19.92) 

4" (100) 6 (1.83) 36 (10.98) II 72 (21.94) III 401 (1.783) 5/8"-11 16.31 (24.27) 

4" (100) 8 (2.44) 40 (12.19) II 80 (24.38) III 457 (2.033) 5/8"-11 16.31 (24.27) 

4" (100) 10 (3.05) 40 (12.19) II 80 (24.38) III 473 (2.104) 5/8"-11 16.31 (24.27) 

4" (100) 12 (3.66) 36 (10.98) II 72 (21.94) III 509 (2.264) 5/8"-11 16.31 (24.27) 

4" (100) 15 (4.57) 30 (9.15) II 60 (18.30) III 563 (2.504) 5/8"-11 16.31 (24.27) 

5" (125) 8 (2.44) 40 (12.19) III 80 (24.38) IV 635 (2.824) 5/8"-11 23.39 (34.81) 

5" (125) 10 (3.05) 40 (12.19) III 80 (24.38) IV 595 (2.646) 5/8"-11 23.39 (34.81) 

5" (125) 12 (3.66) 36 (10.98) III 72 (21.94) IV 595 (2.646) 5/8"-11 23.39 (34.81) 

5" (125) 15 (4.57) 30 (9.15) III 60 (18.30) IV 595 (2.646) 5/8"-11 23.39 (34.81) 

5" (125) 18 (5.49) 36 (10.98) III 72 (21.94) IV 536 (2.384) 5/8"-11 23.39 (34.81) 

6" (150) 8 (2.44) 40 (12.19) IV 48 (14.64) IV 731 (3.251) 3/4"-10 31.49 (46.86) 

6" (150) 10 (3.05) 40 (12.19) IV 50 (15.25) IV 819 (3.643) 3/4"-10 31.49 (46.86) 

6" (150) 12 (3.66) 36 (10.98) IV 48 (14.64) IV 869 (3.865) 3/4"-10 31.49 (46.86) 

6" (150) 15 (4.57) 30 (9.15) IV 45 (13.72) IV 945 (4.203) 3/4"-10 31.49 (46.86) 

6" (150) 18 (5.49) 36 (10.98) IV 36 (10.98) IV 964 (4.288) 3/4"-10 31.49 (46.86) 

8" (200) 8 (2.44) 40 (12.19) V 40 (12.19) V 1045 (4.648) 3/4"-10 50.23 (74.75) 

8" (200) 10 (3.05) 40 (12.19) V 40 (12.19) V 1155 (5.137) 3/4"-10 50.23 (74.75) 

8" (200) 12 (3.66) 36 (10.98) V 36 (10.98) V 1205 (5.360) 3/4"-10 50.23 (74.75) 

8" (200) 15 (4.57) 30 (9.15) IV 45 (13.72) V 1507 (6.703) 3/4"-10 50.23 (74.75) 

8" (200) 20 (6.10) 40 (12.19) V 40 (12.19) V 1708 (7.588) 3/4"-10 50.23 (74.75) 

10" (250) 8 (2.44) 24 (7.32) V 24 (7.32) V 1194 (5.311) 7/8"-9 74.60 (111.01) 

10" (250) 10 (3.05) 30 (9.15) V 30 (9.15) V 1492 (6.636) 7/8"-9 74.60 (111.01) 

10" (250) 12 (3.66) 24 (7.32) V 24 (7.32) V 1522 (6.770) 7/8"-9 74.60 (111.01) 

10" (250) 15 (4.57) 30 (9.15) V 30 (9.15) V 1902 (8.460) 7/8"-9 74.60 (111.01) 

10" (250) 20 (6.10) 20 (6.10) V 20 (6.10) V 2089 (9.292) 7/8"-9 74.60 (111.01) 

12" (300) 8 (2.44) 16 (4.88) V 16 (4.88) V 1388 (6.174) 7/8"-9 102.10 (151.94) 

12" (300) 10 (3.05) 20 (6.10) V 20 (6.10) V 1736 (7.722) 7/8"-9 102.10 (151.94) 

12" (300) 12 (3.66) 12 (3.66) V 12 (3.66) V 1715 (7.628) 7/8"-9 102.10 (151.94) 

12" (300) 15 (4.57) 15 (4.57) V 15 (4.57) V 2144 (9.536) 7/8"-9 102.10 (151.94) 

12" (300) 16 (4.88) 16 (4.88) V 16 (4.88) V 2287 (10.172) 7/8"-9 102.10 (151.94) 




Phone: 800-851-7415 

Fax: 618-654-1917 

Date: 

Page No. 

Sheet Number: 



6 - 2 - 06 

88 

of









1/2" (15) 5 (1.52) 20 (6.10) I 40 (12.19) I 7.5 (0.033) 3/8"-16 0.43 (0.64) 

1/2" (15) 6 (1.83) 18 (5.49) I 36 (10.98) I 7.8 (0.033) 3/8"-16 0.43 (0.64) 

1/2" (15) 7 (2.13) 14 (4.27) I 28 (8.54) I 6.9 (0.030) 3/8"-16 0.43 (0.64) 

1/2" (15) 8 (2.44) 16 (4.88) I 32 (9.76) I 7.9 (0.035) 3/8"-16 0.43 (0.64) 

1/2" (15) 10 (3.05) 10 (3.05) I 20 (6.10) I 7.3 (0.032) 3/8"-16 0.43 (0.64) 

3/4" (20) 5 (1.52) 20 (6.10) I 40 (12.19) I 14.5 (0.064) 3/8"-16 0.83 (1.23) 

3/4" (20) 6 (1.83) 18 (5.49) I 36 (10.98) I 14.4 (0.064) 3/8"-16 0.83 (1.23) 

3/4" (20) 7 (2.13) 14 (4.27) I 28 (8.54) I 13.4 (0.059) 3/8"-16 0.83 (1.23) 

3/4" (20) 8 (2.44) 16 (4.88) I 32 (9.76) I 15.3 (0.068) 3/8"-16 0.83 (1.23) 

3/4" (20) 10 (3.05) 10 (3.05) I 20 (6.10) I 14.1 (0.063) 3/8"-16 0.83 (1.23) 

1" (25) 5 (1.52) 25 (7.62) I 50 (15.25) I 24.2 (0.107) 3/8"-16 1.18 (1.75) 

1" (25) 6 (1.83) 24 (7.32) I 48 (14.64) I 24.8 (0.110) 3/8"-16 1.18 (1.75) 

1" (25) 7 (2.13) 21 (6.40) I 42 (12.81) I 24.0 (0.107) 3/8"-16 1.18 (1.75) 

1" (25) 8 (2.44) 24 (7.32) I 48 ( 14.64) I 27.4 (0.122) 3/8"-16 1.18 (1.75) 

1" (25) 10 (3.05) 20 (6.10) I 40 (12.19) I 27.1 (0.120) 3/8"-16 1.18 (1.75) 

1 1 /4" (32) 5 (1.52) 30 (9.15) I 60 (18.30) I 36.9 (0.164) 3/8"-16 1.57 (2.33) 

1 1 /4" (32) 6 (1.83) 24 (7.32) I 48 ( 14.64) I 33.0 (0.147) 3/8"-16 1.57 (2.33) 

1 1 /4" (32) 7 (2.13) 28 (8.54) I 56 (17.08) I 38.5 (0.171) 3/8"-16 1.57 (2.33) 

1 1 /4" (32) 8 (2.44) 24 (7.32) I 48 ( 14.64) I 36.4 (0.162) 3/8"-16 1.57 (2.33) 

1 1 /4" (32) 10 (3.05) 20 (6.10) I 40 (12.19) I 36.1 (0.160) 3/8"-16 1.57 (2.33) 

1 1 /2" (40) 5 (1.52) 30 (9.15) I 60 (18.30) I 49.3 (0.219) 3/8"-16 2.10 (3.17) 

1 1 /2" (40) 6 (1.83) 30 (9.15) I 60 (18.30) I 51.7 (0.230) 3/8"-16 2.10 (3.17) 

1 1 /2" (40) 8 (2.44) 24 (7.32) I 48 ( 14.64) I 48.7 (0.216) 3/8"-16 2.10 (3.17) 

1 1 /2" (40) 10 (3.05) 20 (6.10) I 40 (12.19) I 48.3 (0.215) 3/8"-16 2.10 (3.17) 

1 1 /2" (40) 12 (3.66) 24 (7.32) I 48 ( 14.64) I 58.0 (0.258) 3/8"-16 2.10 (3.17) 

2" (50) 5 (1.52) 35 (10.67) I 70 (22.35) I 89.3 (0.397) 3/8"-16 3.37 (5.01) 

2" (50) 6 (1.83) 36 (10.98) I 72 (21.94) I 95.0 (0.422) 3/8"-16 3.37 (5.01) 

2" (50) 8 (2.44) 32 (9.76) I 64 (19.52) I 94.4 (0.420) 3/8"-16 3.37 (5.01) 

2" (50) 10 (3.05) 30 (9.15) I 60 (18.30) I 97.7 (0.434) 3/8"-16 3.37 (5.01) 

2" (50) 12 (3.66) 24 (7.32) I 48 ( 14.64) I 93.0 (0.413) 3/8"-16 3.37 (5.01) 

2 1 /2" (65) 5 (1.52) 40 (12.19) I 80 (24.38) I 145.1 (0.645) 1/2"-13 4.92 (7.32) 

2 1 /2" (65) 6 (1.83) 36 (10.98) I 72 (21.94) I 138.7 (0.617) 1/2"-13 4.92 (7.32) 

2 1 /2" (65) 9 (2.74) 36 (10.98) I 72 (21.94) I 155.0 (0.689) 1/2"-13 4.92 (7.32) 

2 1 /2" (65) 10 (3.05) 30 (9.15) I 60 (18.30) I 142.7 (0.635) 1/2"-13 4.92 (7.32) 

2 1 /2" (65) 12 (3.66) 24 (7.32) I 48 ( 14.64) I 135.8 (0.604) 1/2"-13 4.92 (7.32) 





Phone: 800-851-7415 

Fax: 618-654-1917 

Date: 

Page No. 

Sheet Number: 

6 - 2 - 06 

89 

of 











3" (80) 5 (1.52) 40 (12.19) I 80 (24.38) II 205.3 (0.913) 1/2"-13 6.96 (10.35) 

3" (80) 6 (1.83) 36 (10.98) I 72 (21.94) II 196.3 (0.873) 1/2"-13 6.96 (10.35) 

3" (80) 8 (2.44) 40 (12.19) I 80 (24.38) II 228.3 (1.015) 1/2"-13 6.96 (10.35) 

3" (80) 10 (3.05) 40 (12.19) I 80 (24.38) II 243.6 (1.083) 1/2"-13 6.96 (10.35) 

3" (80) 12 (3.66) 36 (10.98) I 72 (21.94) II 242.2 (1.077) 1/2"-13 6.96 (10.35) 

3 1 /2" (90) 5 (1.52) 40 (12.19) I 80 (24.38) III 266.1 (1.183) 1/2"-13 9.02 (13.42) 

3 1 /2" (90) 6 (1.83) 36 (10.98) I 72 (21.94) II 254.4 (1.131) 1/2"-13 9.02 (13.42) 

3 1 /2" (90) 8 (2.44) 40 (12.19) I 80 (24.38) III 295.8 (1.316) 1/2"-13 9.02 (13.42) 

3 1 /2" (90) 10 (3.05) 40 (12.19) I 80 (24.38) III 315.7 (1.404) 1/2"-13 9.02 (13.42) 

3 1 /2" (90) 12 (3.66) 36 (10.98) I 72 (21.94) II 313.9 (1.396) 1/2"-13 9.02 (13.42) 

4" (100) 5 (1.52) 40 (12.19) II 80 (24.38) III 341.3 (1.518) 1/2"-13 11.57 (17.21) 

4" ( 100) 6 (1.83) 36 (10.98) II 72 (21.94) III 326.3 (1.451) 1/2"-13 11.57 (17.21) 

4" ( 100) 8 (2.44) 40 (12.19) II 80 (24.38) III 379.5 (1.688) 1/2"-13 11.57 (17.21) 

4" ( 100) 9 (2.74) 36 (10.98) II 72 (21.94) III 364.4 (1.621) 1/2"-13 11.57 (17.21) 

4" ( 100) 11 (3.35) 33 (10.06) I 66 (20.13) III 369.1 (1.642) 1/2"-13 11.57 (17.21) 

Notes: 























Phone: 800-851-7415 

Fax: 618-654-1917 

Date: 

Page No. 

Sheet Number: 



6 - 2 - 06 

90 

of









1/2" (15) 5 (1.52) 25 (7.62) I 50 (15.24) I 28 (0.124) 3/8"-16 0.98 (1.41) 

1/2" (15) 6 (1.83) 24 (7.31) I 48 (14.63) I 28 (0.124) 3/8"-16 0.98 (1.46) 

1/2" (15) 7 (2.13) 28 (8.54) I 56 (17.07) I 33 (0.147) 3/8"-16 0.98 (1.46) 

1/2" (15) 8 (2.44) 24 (7.31) I 48 (14.63) I 30 (0.133) 3/8"-16 0.98 (1.46) 

1/2" (15) 10 (3.05) 20 (6.09) I 40 (12.19) I 29 (0.129) 3/8"-16 0.98 (1.46) 

3/4" (20) 5 (1.52) 30 (9.15) I 60 (18.30) I 45 (0.200) 3/8"-16 1.36 (2.02) 

3/4" (20) 6 (1.83) 30 (9.15) I 60 (18.30) I 46 (0.204) 3/8"-16 1.36 (2.02) 

3/4" (20) 7 (2.13) 28 (8.54) I 56 (17.07) I 45 (0.200) 3/8"-16 1.36 (2.02) 

3/4" (20) 8 (2.44) 24 (7.31) I 48 (14.63) I 42 (0.187) 3/8"-16 1.36 (2.02) 

3/4" (20) 10 (3.05) 20 (6.09) I 40 (12.19) I 40 (0.178) 3/8"-16 1.36 (2.02) 

1" (25) 5 (1.52) 35 (10.67) I 70 (21.35) I 77 (0.342) 3/8"-16 2.06 (3.06) 

1" (25) 6 (1.83) 36 (10.98) I 72 (21.94) I 81 (0.360) 3/8"-16 2.06 (3.06) 

1" (25) 7 (2.13) 35 (10.67) I 70 (21.35) I 81 (0.360) 3/8"-16 2.06 (3.06) 

1" (25) 8 (2.44) 32 (9.75) I 64 (19.51) I 78 (0.347) 3/8"-16 2.06 (3.06) 

1" (25) 10 (3.05) 30 (9.15) I 60 (18.30) I 79 (0.351) 3/8"-16 2.06 (3.06) 

1 1 /4" (32) 5 (1.52) 40 (12.19) I 80 (24.38) I 122 (0.542) 3/8"-16 2.92 (4.34) 

1 1 /4" (32) 6 (1.83) 36 (10.98) I 72 (21.94) I 115 (0.511) 3/8"-16 2.92 (4.34) 

1 1 /4" (32) 7 (2.13) 35 (10.67) I 70 (21.35) I 115 (0.511) 3/8"-16 2.92 (4.34) 

1 1 /4" (32) 8 (2.44) 40 (12.19) I 80 (24.38) I 132 (0.587) 3/8"-16 2.92 (4.34) 

1 1 /4" (32) 10 (3.05) 30 (9.15) I 80 (24.38) I 112 (0.498) 3/8"-16 2.92 (4.34) 

1 1 /2" (40) 5 (1.52) 40 (12.19) I 80 (24.38) II 150 (0.667) 3/8"-16 3.60 (5.36) 

1 1 /2" (40) 6 (1.83) 36 (10.98) I 72 (21.94) I 141 (0.627) 3/8"-16 3.60 (5.36) 

1 1 /2" (40) 9 (2.74) 36 (10.98) I 72 (21.94) I 154 (0.685) 3/8"-16 3.60 (5.36) 

1 1 /2" (40) 10 (3.05) 40 (12.19) I 80 (24.38) II 171 (0.760) 3/8"-16 3.60 (5.36) 

1 1 /2" (40) 12 (3.66) 36 (10.98) I 72 (21.94) I 166 (0.738) 3/8"-16 3.60 (5.36) 

2" (50) 5 (1.52) 40 (12.19) I 80 (24.38) II 213 (0.947) 3/8"-16 5.10 (7.59) 

2" (50) 6 (1.83) 36 (10.98) I 72 (21.94) II 200 (0.889) 3/8"-16 5.10 (7.59) 

2" (50) 8 (2.44) 40 (12.19) I 80 (24.38) II 231 (1.027) 3/8"-16 5.10 (7.59) 

2" (50) 10 (3.05) 40 (12.19) I 80 (24.38) II 242 (1.076) 3/8"-16 5.10 (7.59) 

2" (50) 12 (3.66) 36 (10.98) I 72 (21.94) II 236 (1.050) 3/8"-16 5.10 (7.59) 

2 1 /2" (65) 5 (1.52) 40 (12.19) II 80 (24.38) II 329 (1.463) 1/2"-13 7.87 (11.71) 

2 1 /2" (65) 6 (1.83) 36 (10.98) II 72 (21.94) II 309 (1.374) 1/2"-13 7.87 (11.71) 

2 1 /2" (65) 8 (2.44) 40 (12.19) II 80 (24.38) II 356 (1.583) 1/2"-13 7.87 (11.71) 

2 1 /2" (65) 10 (3.05) 40 (12.19) II 80 (24.38) II 374 (1.663) 1/2"-13 7.87 (11.71) 

2 1 /2" (65) 12 (3.66) 36 (10.98) II 72 (21.94) II 364 (1.619) 1/2"-13 7.87 (11.71) 





Phone: 800-851-7415 

Fax: 618-654-1917 

Date: 

Page No. 

Sheet Number: 

6 - 2 - 06 

91 

of 









3" (80) 6 (1.83) 36 (10.98) II 72 (21.94) IV 422 (1.877) 1/2"-13 10.75 (16.00) 

3" (80) 8 (2.44) 40 (12.19) II 80 (24.38) IV 486 (2.162) 1/2"-13 10.75 (16.00) 

3" (80) 10 (3.05) 40 (12.19) II 80 (24.38) IV 511 (2.273) 1/2"-13 10.75 (16.00) 

3" (80) 12 (3.66) 36 (10.98) II 72 (21.94) IV 497 (2.211) 1/2"-13 10.75 (16.00) 

3" (80) 15 (4.57) 30 (9.15) II 60 (18.30) III 476 (2.117) 1/2"-13 10.75 (16.00) 

3 1 /2" (90) 6 (1.83) 36 (10.98) III 72 (21.94) IV 526 (2.340) 1/2"-13 13.39 (19.92) 

3 1 /2" (90) 8 (2.44) 40 (12.19) III 80 (24.38) V 605 (2.691) 1/2"-13 13.39 (19.92) 

3 1 /2" (90) 10 (3.05) 40 (12.19) III 80 (24.38) V 636 (2.829) 1/2"-13 13.39 (19.92) 

3 1 /2" (90) 12 (3.66) 36 (10.98) III 72 (21.94) IV 619 (2.753) 1/2"-13 13.39 (19.92) 

3 1 /2" (90) 15 (4.57) 30 (9.15) II 60 (18.30) IV 592 (2.633) 1/2"-13 13.39 (19.92) 

4" (100) 6 (1.83) 36 (10.98) III 72 (21.94) V 641 (2.851) 5/8"-11 16.31 (24.27) 

4" (100) 8 (2.44) 40 (12.19) III 80 (24.38) V 737 (3.278) 5/8"-11 16.31 (24.27) 

4" (100) 10 (3.05) 40 (12.19) III 80 (24.38) V 775 (3.447) 5/8"-11 16.31 (24.27) 

4" (100) 12 (3.66) 36 (10.98) III 72 (21.94) V 753 (3.349) 5/8"-11 16.31 (24.27) 

4" (100) 15 (4.57) 30 (9.15) III 60 (18.30) IV 722 (3.211) 5/8"-11 16.31 (24.27) 

5" (125) 8 (2.44) 40 (12.19) IV 40 (12.19) IV 636 (2.829) 5/8"-11 23.39 (34.81) 

5" (125) 10 (3.05) 40 (12.19) IV 40 (12.19) IV 690 (3.069) 5/8"-11 23.39 (34.81) 

5" (125) 12 (3.66) 36 (10.98) IV 36 (10.98) IV 702 (3.122) 5/8"-11 23.39 (34.81) 

5" (125) 15 (4.57) 30 (9.15) III 45 (13.71) IV 877 (3.901) 5/8"-11 23.39 (34.81) 

5" (125) 18 (5.49) 36 (10.98) IV 36 (10.98) IV 863 (3.838) 5/8"-11 23.39 (34.81) 

6" (150) 8 (2.44) 32 (9.76) IV 32 (9.76) IV 743 (3.305) 3/4"-10 31.49 (46.86) 

6" (150) 10 (3.05) 30 (9.15) IV 30 (9.15) IV 787 (3.500) 3/4"-10 31.49 (46.86) 

6" (150) 12 (3.66) 24 (7.32) IV 24 (7.32) IV 775 (3.447) 3/4"-10 31.49 (46.86) 

6" (150) 15 (4.57) 30 (9.15) IV 30 (9.15) IV 948 (4.217) 3/4"-10 31.49 (46.86) 

6" (150) 18 (5.49) 18 (5.49) IV 18 (5.49) IV 907 (4.034) 3/4"-10 31.49 (46.86) 

8" (200) 8 (2.44) 24 (7.32) V 24 (7.32) V 1005 (4.470) 3/4"-10 50.23 (74.75) 

8" (200) 10 (3.05) 30 (9.15) V 30 (9.15) V 1256 (5.587) 3/4"-10 50.23 (74.75) 

8" (200) 12 (3.66) 24 (7.32) V 24 (7.32) V 1236 (5.498) 3/4"-10 50.23 (74.75) 

8" (200) 15 (4.57) 30 (9.15) V 30 (9.15) V 1544 (6.868) 3/4"-10 50.23 (74.75) 

8" (200) 20 (6.10) 20 (6.10) V 20 (6.10) V 1607 (7.148) 3/4"-10 50.23 (74.75) 

10" (250) 8 (2.44) 16 (4.88) V 16 (4.88) V 1223 (5.440) 7/8"-9 74.60 (111.01) 

10" (250) 10 (3.05) 20 (6.10) V 20 (6.10) V 1529 (6.801) 7/8"-9 74.60 (111.01) 

10" (250) 12 (3.66) 12 (3.66) V 12 (3.66) V 1432 (6.370) 7/8"-9 74.60 (111.01) 

10" (250) 15 (4.57) 15 (4.57) V 15 (4.57) V 1790 (7.962) 7/8"-9 74.60 (111.01) 

10" (250) 20 (6.10) 20 (6.10) V 20 (6.10) V 2387 (10.618) 7/8"-9 74.60 (111.01) 

12" (300) 8 (2.44) 8 (2.44) V 8 (2.44) V 1307 (5.814) 7/8"-9 102.10 (151.94) 

12" (300) 10 (3.05) 10 (3.05) V 10 (3.05) V 1633 (7.264) 7/8"-9 102.10 (151.94) 

12" (300) 12 (3.66) 12 (3.66) V 12 (3.66) V 1960 (8.718) 7/8"-9 102.10 (151.94) 

12" (300) 15 (4.57) 15 (4.57) V 15 (4.57) V 2450 (10.898) 7/8"-9 102.10 (151.94) 




Phone: 800-851-7415 

Fax: 618-654-1917 

Date: 

Page No. 

Sheet Number: 



6 - 2 - 06 

92 

of









1/2" (15) 5 (1.52) 15 (4.57) I 30 (9.14) I 8.3 (0.037) 3/8"-16 0.43 (0.64) 

1/2" (15) 6 (1.83) 12 (3.66) I 24 (7.32) I 7.6 (0.034) 3/8"-16 0.43 (0.64) 

1/2" (15) 7 (2.13) 14 (4.27) I 28 (8.54) I 8.9 (0.039) 3/8"-16 0.43 (0.64) 

1/2" (15) 8 (2.44) 8 (2.44) I 16 (4.88) I 7.1 (0.031) 3/8"-16 0.43 (0.64) 

1/2" (15) 10 (3.05) 0 (0.00) I 0 (0.00) I 4.9 (0.022) 3/8"-16 0.43 (0.64) 

3/4" (20) 5 (1.52) 15 (4.57) I 30 (9.14) I 16.0 (0.071) 3/8"-16 0.83 (1.23) 

3/4" (20) 6 (1.83) 12 (3.66) I 24 (7.32) I 14.7 (0.065) 3/8"-16 0.83 (1.23) 

3/4" (20) 7 (2.13) 14 (4.27) I 28 (8.54) I 17.1 (0.076) 3/8"-16 0.83 (1.23) 

3/4" (20) 8 (2.44) 8 (2.44) I 16 (4.88) I 13.6 (0.060) 3/8"-16 0.83 (1.23) 

3/4" (20) 10 (3.05) 10 (3.05) I 20 (6.10) I 17.0 (0.075) 3/8"-16 0.83 (1.23) 

1" (25) 5 (1.52) 20 (6.10) I 40 (12.19) I 28.0 (0.124) 3/8"-16 1.18 (1.75) 

1" (25) 6 (1.83) 18 (5.48) I 36 (10.97) I 27.3 (0.121) 3/8"-16 1.18 (1.75) 

1" (25) 7 (2.13) 14 (4.27) I 28 (8.54) I 24.4 (0.108) 3/8"-16 1.18 (1.75) 

1" (25) 8 (2.44) 16 (4.88) I 32 ( 9.75) I 27.8 (0.123) 3/8"-16 1.18 (1.75) 

1" (25) 10 (3.05) 10 (3.05) I 20 (6.10) I 24.2 (0.107) 3/8"-16 1.18 (1.75) 

1 1 /4" (32) 5 (1.52) 20 (6.10) I 40 (12.19) I 37.3 (0.166) 3/8"-16 1.57 (2.33) 

1 1 /4" (32) 6 (1.83) 24 (7.32) I 48 ( 14.64) I 44.7 (0.199) 3/8"-16 1.57 (2.33) 

1 1 /4" (32) 7 (2.13) 21 (6.40) I 42 (12.80) I 42.3 (0.188) 3/8"-16 1.57 (2.33) 

1 1 /4" (32) 8 (2.44) 16 (4.88) I 32 ( 9.75) I 37.1 (0.165) 3/8"-16 1.57 (2.33) 

1 1 /4" (32) 10 (3.05) 20 (6.10) I 40 (12.19) I 46.3 (0.206) 3/8"-16 1.57 (2.33) 

1 1 /2" (40) 5 (1.52) 25 (7.62) I 50 (15.24) I 59.3 (0.264) 3/8"-16 2.10 (3.17) 

1 1 /2" (40) 6 (1.83) 24 (7.32) I 48 ( 14.64) I 59.8 (0.266) 3/8"-16 2.10 (3.17) 

1 1 /2" (40) 8 (2.44) 24 (7.32) I 48 ( 14.64) I 64.7 (0.288) 3/8"-16 2.10 (3.17) 

1 1 /2" (40) 10 (3.05) 20 (6.10) I 40 (12.19) I 61.9 (0.275) 3/8"-16 2.10 (3.17) 

1 1 /2" (40) 12 (3.66) 12 (3.66) I 24 (7.32) I 51.7 (0.230) 3/8"-16 2.10 (3.17) 

2" (50) 5 (1.52) 30 (9.15) I 60 (18.30) I 110.4 (0.491) 3/8"-16 3.37 (5.01) 

2" (50) 6 (1.83) 24 (7.32) I 48 ( 14.64) I 96.0 (0.427) 3/8"-16 3.37 (5.01) 

2" (50) 8 (2.44) 24 (7.32) I 48 ( 14.64) I 103.8 (0.462) 3/8"-16 3.37 (5.01) 

2" (50) 10 (3.05) 20 (6.10) I 40 (12.19) I 99.4 (0.442) 3/8"-16 3.37 (5.01) 

2" (50) 12 (3.66) 24 (7.32) I 48 ( 14.64) I 119.3 (0.530) 3/8"-16 3.37 (5.01) 

2 1 /2" (65) 5 (1.52) 30 (9.15) I 55 (16.76) I 150.1 (0.667) 1/2"-13 4.92 (7.32) 

2 1 /2" (65) 6 (1.83) 30 (9.15) I 54 (16.46) I 153.5 (0.683) 1/2"-13 4.92 (7.32) 

2 1 /2" (65) 9 (2.74) 27 (8.23) I 54 (16.46) I 170.5 (0.758) 1/2"-13 4.92 (7.32) 

2 1 /2" (65) 10 (3.05) 30 (9.15) I 50 (15.24) I 167.3 (0.744) 1/2"-13 4.92 (7.32) 

2 1 /2" (65) 12 (3.66) 24 (7.32) I 48 ( 14.64) I 174.2 (0.775) 1/2"-13 4.92 (7.32) 





Phone: 800-851-7415 

Fax: 618-654-1917 

Date: 

Page No. 

Sheet Number: 

6 - 2 - 06 

93 

of 











3" (80) 5 (1.52) 35 (10.67) II 70 (21.33) III 259.3 (1.153) 1/2"-13 6.96 (10.35) 

3" (80) 6 (1.83) 30 (9.15) I 60 (18.29) II 235.9 (1.049) 1/2"-13 6.96 (10.35) 

3" (80) 8 (2.44) 32 (9.75) II 64 (19.61) II 264.5 (1.176) 1/2"-13 6.96 (10.35) 

3" (80) 10 (3.05) 30 (9.15) II 60 (18.29) II 267.9 (1.191) 1/2"-13 6.96 (10.35) 

3" (80) 12 (3.66) 24 (7.32) I 48 ( 14.64) II 246.4 (1.096) 1/2"-13 6.96 (10.35) 

3 1 /2" (90) 5 (1.52) 35 (10.67) II 70 (21.33) III 336.0 (1.494) 1/2"-13 9.02 (13.42) 

3 1 /2" (90) 8 (2.44) 32 (9.75) II 64 (19.61) III 342.7 (1.524) 1/2"-13 9.02 (13.42) 

3 1 /2" (90) 10 (3.05) 30 (9.15) II 60 (18.29) III 347.3 (1.545) 1/2"-13 9.02 (13.42) 

3 1 /2" (90) 12 (3.66) 24 (7.32) II 48 ( 14.64) II 319.3 (1.420) 1/2"-13 9.02 (13.42) 

4" (100) 5 (1.52) 36 (10.98) II 72 (21.94) IV 454.7 (2.022) 1/2"-13 11.57 (17.21) 

4" ( 100) 6 (1.83) 32 (9.75) II 64 (19.61) IV 439.6 (1.955) 1/2"-13 11.57 (17.21) 

4" ( 100) 8 (2.44) 30 (9.15) II 60 (18.29) III 445.4 (1.981) 1/2"-13 11.57 (17.21) 

4" ( 100) 9 (2.74) 36 (10.98) II 72 (21.94) IV 534.5 (2.377) 1/2"-13 11.57 (17.21) 

4" ( 100) 11 (3.35) 30 (9.15) II 60 (18.29) III 511.9 (2.277) 1/2"-13 11.57 (17.21) 

Notes: 























Phone: 800-851-7415 

Fax: 618-654-1917 

Date: 

Page No. 

Sheet Number: 



6 - 2 - 06 

94 

of









1/2" (15) 5 (1.52) 25 (7.62) I 50 (15.24) I 30 (0.233) 3/8"-16 0.98 (1.46) 

1/2" (15) 6 (1.83) 24 (7.32) I 48 (14.63) I 30 (0.233) 3/8"-16 0.98 (1.46) 

1/2" (15) 7 (2.13) 21 (6.40) I 42 (12.80) I 29 (0.129) 3/8"-16 0.98 (1.46) 

1/2" (15) 8 (2.44) 24 (7.32) I 48 (14.63) I 33 (0.147) 3/8"-16 0.98 (1.46) 

1/2" (15) 10 (3.05) 20 (6.10) I 40 (12.19) I 31 (0.138) 3/8"-16 0.98 (1.46) 

3/4" (20) 5 (1.52) 30 (9.14) I 60 (18.30) I 49 (0.218) 3/8"-16 1.36 (2.02) 

3/4" (20) 6 (1.83) 30 (9.14) I 60 (18.30) I 50 (0.222) 3/8"-16 1.36 (2.02) 

3/4" (20) 7 (2.13) 28 (8.53) I 56 (17.07) I 49 (0.218) 3/8"-16 1.36 (2.02) 

3/4" (20) 8 (2.44) 24 (7.32) I 48 (14.63) I 45 (0.200) 3/8"-16 1.36 (2.02) 

3/4" (20) 10 (3.05) 20 (6.10) I 40 (12.19) I 43 (0.191) 3/8"-16 1.36 (2.02) 

1" (25) 5 (1.52) 35 (10.67) I 70 (21.35) I 84 (0.373) 3/8"-16 2.06 (3.06) 

1" (25) 6 (1.83) 30 (9.14) I 60 (18.30) I 76 (0.338) 3/8"-16 2.06 (3.06) 

1" (25) 7 (2.13) 28 (8.53) I 56 (17.07) I 75 (0.333) 3/8"-16 2.06 (3.06) 

1" (25) 8 (2.44) 32 (9.75) I 64 (19.51) I 85 (0.378) 3/8"-16 2.06 (3.06) 

1" (25) 10 (3.05) 30 (9.14) I 60 (18.30) I 86 (0.382) 3/8"-16 2.06 (3.06) 

1 1 /4" (32) 5 (1.52) 35 (10.67) I 70 (21.35) I 119 (0.529) 3/8"-16 2.92 (4.34) 

1 1 /4" (32) 6 (1.83) 36 (10.98) I 72 (21.94) I 126 (0.560) 3/8"-16 2.92 (4.34) 

1 1 /4" (32) 7 (2.13) 35 (10.67) I 70 (21.35) I 126 (0.560) 3/8"-16 2.92 (4.34) 

1 1 /4" (32) 8 (2.44) 32 (9.75) I 64 (19.51) I 121 (0.538) 3/8"-16 2.92 (4.34) 

1 1 /4" (32) 10 (3.05) 30 (9.14) I 60 (18.30) I 122 (0.542) 3/8"-16 2.92 (4.34) 

1 1 /2" (40) 5 (1.52) 40 (12.19) I 80 (24.38) II 165 (0.734) 3/8"-16 3.60 (5.36) 

1 1 /2" (40) 6 (1.83) 36 (10.98) I 72 (21.94) II 155 (0.689) 3/8"-16 3.60 (5.36) 

1 1 /2" (40) 9 (2.74) 36 (10.98) I 72 (21.94) II 167 (0.743) 3/8"-16 3.60 (5.36) 

1 1 /2" (40) 10 (3.05) 30 (9.14) I 60 (18.30) I 150 (0.667) 3/8"-16 3.60 (5.36) 

1 1 /2" (40) 12 (3.66) 36 (10.98) I 72 (21.94) II 180 (0.800) 3/8"-16 3.60 (5.36) 

2" (50) 5 (1.52) 40 (12.19) I 80 (24.38) II 234 (1.041) 3/8"-16 5.10 (7.59) 

2" (50) 6 (1.83) 36 (10.98) I 72 (21.94) II 219 (0.974) 3/8"-16 5.10 (7.59) 

2" (50) 8 (2.44) 40 (12.19) I 80 (24.38) II 252 (1.121) 3/8"-16 5.10 (7.59) 

2" (50) 10 (3.05) 40 (12.19) I 80 (24.38) II 263 (1.170) 3/8"-16 5.10 (7.59) 

2" (50) 12 (3.66) 36 (10.98) I 72 (21.94) II 255 (1.134) 3/8"-16 5.10 (7.59) 

2 1 /2" (65) 5 (1.52) 40 (12.19) II 80 (24.38) III 361 (1.606) 1/2"-13 7.87 (11.71) 

2 1 /2" (65) 6 (1.83) 36 (10.98) II 72 (21.94) III 338 (1.503) 1/2"-13 7.87 (11.71) 

2 1 /2" (65) 8 (2.44) 40 (12.19) II 80 (24.38) III 388 (1.726) 1/2"-13 7.87 (11.71) 

2 1 /2" (65) 10 (3.05) 40 (12.19) II 80 (24.38) III 407 (1.810) 1/2"-13 7.87 (11.71) 

2 1 /2" (65) 12 (3.66) 36 (10.98) II 72 (21.94) III 393 (1.748) 1/2"-13 7.87 (11.71) 





Phone: 800-851-7415 

Fax: 618-654-1917 

Date: 

Page No. 

Sheet Number: 

6 - 2 - 06 

95 

of 









3" (80) 6 (1.83) 36 (10.98) II 72 (21.94) IV 462 (2.055) 1/2"-13 10.75 (16.00) 

3" (80) 8 (2.44) 40 (12.19) III 80 (24.38) IV 530 (2.357) 1/2"-13 10.75 (16.00) 

3" (80) 10 (3.05) 40 (12.19) III 80 (24.38) IV 555 (2.469) 1/2"-13 10.75 (16.00) 

3" (80) 12 (3.66) 36 (10.98) II 72 (21.94) IV 537 (2.389) 1/2"-13 10.75 (16.00) 

3" (80) 15 (4.57) 30 (9.15) II 60 (18.30) IV 511 (2.273) 1/2"-13 10.75 (16.00) 

3 1 /2" (90) 6 (1.83) 36 (10.98) III 72 (21.94) V 576 (2.562) 1/2"-13 13.39 (19.92) 

3 1 /2" (90) 8 (2.44) 40 (12.19) III 80 (24.38) V 661 (2.940) 1/2"-13 13.39 (19.92) 

3 1 /2" (90) 10 (3.05) 40 (12.19) III 80 (24.38) V 692 (3.078) 1/2"-13 13.39 (19.92) 

3 1 /2" (90) 12 (3.66) 36 (10.98) III 72 (21.94) V 669 (2.976) 1/2"-13 13.39 (19.92) 

3 1 /2" (90) 15 (4.57) 30 (9.15) II 60 (18.30) IV 636 (2.829) 1/2"-13 13.39 (19.92) 

4" (100) 6 (1.83) 36 (10.98) III 72 (21.94) V 701 (3.118) 5/8"-11 16.31 (24.27) 

4" (100) 8 (2.44) 40 (12.19) IV 80 (24.38) V 805 (3.581) 5/8"-11 16.31 (24.27) 

4" (100) 10 (3.05) 40 (12.19) IV 80 (24.38) V 843 (3.750) 5/8"-11 16.31 (24.27) 

4" (100) 12 (3.66) 36 (10.98) III 72 (21.94) V 815 (3.625) 5/8"-11 16.31 (24.27) 

4" (100) 15 (4.57) 30 (9.15) III 60 (18.30) V 775 (3.447) 5/8"-11 16.31 (24.27) 

5" (125) 8 (2.44) 40 (12.19) IV 40 (12.19) V 686 (3.051) 5/8"-11 23.39 (34.81) 

5" (125) 10 (3.05) 40 (12.19) IV 40 (12.19) V 741 (3.296) 5/8"-11 23.39 (34.81) 

5" (125) 12 (3.66) 36 (10.98) IV 36 (10.98) V 748 (3.327) 5/8"-11 23.39 (34.81) 

5" (125) 15 (4.57) 30 (9.15) IV 30 (9.15) V 760 (3.380) 5/8"-11 23.39 (34.81) 

5" (125) 18 (5.49) 36 (10.98) IV 36 (10.98) V 912 (4.056) 5/8"-11 23.39 (34.81) 

6" (150) 8 (2.44) 24 (7.31) IV 24 (7.31) IV 672 (2.989) 3/4"-10 31.49 (46.86) 

6" (150) 10 (3.05) 30 (9.15) IV 30 (9.15) IV 840 (3.736) 3/4"-10 31.49 (46.86) 

6" (150) 12 (3.66) 24 (7.31) IV 24 (7.31) IV 819 (3.643) 3/4"-10 31.49 (46.86) 

6" (150) 15 (4.57) 30 (9.15) IV 30 (9.15) IV 1023 (4.550) 3/4"-10 31.49 (46.86) 

6" (150) 18 (5.49) 18 (5.49) IV 18 (5.49) IV 945 (4.203) 3/4"-10 31.49 (46.86) 

8" (200) 8 (2.44) 24 (7.31) V 24 (7.31) V 1072 (4.768) 3/4"-10 50.23 (74.75) 

8" (200) 10 (3.05) 20 (6.09) V 20 (6.09) V 1088 (4.839) 3/4"-10 50.23 (74.75) 

8" (200) 12 (3.66) 24 (7.31) V 24 (7.31) V 1306 (5.809) 3/4"-10 50.23 (74.75) 

8" (200) 15 (4.57) 15 (4.57) V 15 (4.57) V 1256 (6.587) 3/4"-10 50.23 (74.75) 

8" (200) 20 (6.10) 20 (6.10) V 20 (6.10) V 1674 (7.446) 3/4"-10 50.23 (74.75) 

10" (250) 8 (2.44) 16 (4.88) V 16 (4.88) V 1293 (5.751) 7/8"-9 74.60 (111.01) 

10" (250) 10 (3.05) 10 (3.05) V 10 (3.05) V 1243 (5.529) 7/8"-9 74.60 (111.01) 

10" (250) 12 (3.66) 12 (3.66) V 12 (3.66) V 1492 (6.637) 7/8"-9 74.60 (111.01) 

10" (250) 15 (4.57) 15 (4.57) V 15 (4.57) V 1866 (8.296) 7/8"-9 74.60 (111.01) 

10" (250) 18 (5.49) 18 (5.49) V 18 (5.49) V 2238 (9.955) 7/8"-9 74.60 (111.01) 

12" (300) 8 (2.44) 8 (2.44) V 8 (2.44) V 1361 (6.054) 7/8"-9 102.10 (151.94) 

12" (300) 10 (3.05) 10 (3.05) V 10 (3.05) V 1701 (7.566) 7/8"-9 102.10 (151.94) 

12" (300) 12 (3.66) 12 (3.66) V 12 (3.66) V 2042 (9.083) 7/8"-9 102.10 (151.94) 

12" (300) 13 (3.96) 13 (3.96) V 13 (3.96) V 2212 (9.839) 7/8"-9 102.10 (151.94) 





Phone: 800-851-7415 

Fax: 618-654-1917 

Date: 

Page No. 

Sheet Number: 



6 - 2 - 06 

96 

of









1/2" (15) 5 (1.52) 15 (4.57) I 30 (9.15) I 9.0 (0.040) 3/8"-16 0.43 (0.64) 

1/2" (15) 6 (1.83) 12 (3.66) I 24 (7.32) I 8.2 (0.036) 3/8"-16 0.43 (0.64) 

1/2" (15) 7 (2.13) 14 (4.27) I 28 (8.54) I 9.5 (0.042) 3/8"-16 0.43 (0.64) 

1/2" (15) 8 (2.44) 8 (2.44) I 16 (4.88) I 7.5 (0.033) 3/8"-16 0.43 (0.64) 

1/2" (15) 9 (2.74) 9 (2.74) I 18 (5.49) I 8.4 (0.037) 3/8"-16 0.43 (0.64) 

3/4" (20) 5 (1.52) 15 (4.57) I 30 (9.15) I 17.3 (0.077) 3/8"-16 0.83 (1.23) 

3/4" (20) 6 (1.83) 12 (3.66) I 24 (7.32) I 15.8 (0.070) 3/8"-16 0.83 (1.23) 

3/4" (20) 7 (2.13) 14 (4.27) I 28 (8.54) I 18.4 (0.082) 3/8"-16 0.83 (1.23) 

3/4" (20) 8 (2.44) 8 (2.44) I 16 (4.88) I 14.4 (0.064) 3/8"-16 0.83 (1.23) 

3/4" (20) 10 (3.05) 10 (3.05) I 20 (6.10) I 18.0 (0.080) 3/8"-16 0.83 (1.23) 

1" (25) 5 (1.52) 20 (6.10) I 40 (12.19) I 30.5 (0.135) 3/8"-16 1.18 (1.75) 

1" (25) 6 (1.83) 18 (5.49) I 36 (10.97) I 29.5 (0.131) 3/8"-16 1.18 (1.75) 

1" (25) 7 (2.13) 14 (4.27) I 28 (8.54) I 26.2 (0.116) 3/8"-16 1.18 (1.75) 

1" (25) 8 (2.44) 16 (4.88) I 32 ( 9.75) I 29.9 (0.133) 3/8"-16 1.18 (1.75) 

1" (25) 10 (3.05) 10 (3.05) I 20 (6.10) I 25.6 (0.114) 3/8"-16 1.18 (1.75) 

1 1 /4" (32) 5 (1.52) 20 (6.10) I 40 (12.19) I 40.6 (0.180) 3/8"-16 1.57 (2.33) 

1 1 /4" (32) 6 (1.83) 18 (5.49) I 36 (10.97) I 39.2 (0.174) 3/8"-16 1.57 (2.33) 

1 1 /4" (32) 7 (2.13) 21 (6.40) I 42 (12.80) I 45.8 (0.204) 3/8"-16 1.57 (2.33) 

1 1 /4" (32) 8 (2.44) 16 (4.88) I 32 ( 9.75) I 39.8 (0.177) 3/8"-16 1.57 (2.33) 

1 1 /4" (32) 10 (3.05) 10 (3.05) I 20 (6.10) I 34.0 (0.151) 3/8"-16 1.57 (2.33) 

1 1 /2" (40) 5 (1.52) 25 (7.62) I 50 (15.24) I 64.7 (0.288) 3/8"-16 2.10 (3.17) 

1 1 /2" (40) 6 (1.83) 24 (7.32) I 48 ( 14.64) I 65.1 (0.289) 3/8"-16 2.10 (3.17) 

1 1 /2" (40) 8 (2.44) 16 (4.88) I 32 ( 9.75) I 53.2 (0.236) 3/8"-16 2.10 (3.17) 

1 1 /2" (40) 10 (3.05) 20 (6.10) I 40 (12.19) I 66.5 (0.296) 3/8"-16 2.10 (3.17) 

1 1 /2" (40) 12 (3.66) 12 (3.66) I 24 (7.32) I 54.6 (0.243) 3/8"-16 2.10 (3.17) 

2" (50) 5 (1.52) 25 (7.62) I 50 (15.24) I 103.9 (0.462) 3/8"-16 3.37 (5.01) 

2" (50) 6 (1.83) 24 (7.32) I 48 ( 14.64) I 104.5 (0.465) 3/8"-16 3.37 (5.01) 

2" (50) 8 (2.44) 24 (7.32) I 48 ( 14.64) I 112.3 (0.499) 3/8"-16 3.37 (5.01) 

2" (50) 10 (3.05) 20 (6.10) I 40 (12.19) I 106.7 (0.474) 3/8"-16 3.37 (5.01) 

2" (50) 12 (3.66) 12 (3.66) I 24 (7.32) I 87.6 (0.389) 3/8"-16 3.37 (5.01) 

2 1 /2" (65) 5 (1.52) 30 (9.15) I 60 (18.29) II 176.3 (0.784) 1/2"-13 4.92 (7.32) 

2 1 /2" (65) 6 (1.83) 30 (9.15) I 60 (18.29) II 182.0 (0.809) 1/2"-13 4.92 (7.32) 

2 1 /2" (65) 9 (2.74) 27 (8.23) I 54 (16.46) II 184.5 (0.820) 1/2"-13 4.92 (7.32) 

2 1 /2" (65) 10 (3.05) 20 (6.10) I 40 (12.19) I 155.8 (0.693) 1/2"-13 4.92 (7.32) 

2 1 /2" (65) 12 (3.66) 24 (7.32) I 48 ( 14.64) I 187.0 (0.832) 1/2"-13 4.92 (7.32) 





Phone: 800-851-7415 

Fax: 618-654-1917 

Date: 

Page No. 

Sheet Number: 

6 - 2 - 06 

97 

of 











3" (80) 5 (1.52) 30 (9.15) I 60 (18.29) II 249.4 (1.109) 1/2"-13 6.96 (10.35) 

3" (80) 6 (1.83) 30 (9.15) II 60 (18.29) II 257.5 (1.145) 1/2"-13 6.96 (10.35) 

3" (80) 8 (2.44) 32 (9.75) II 64 (19.51) III 287.7 (1.279) 1/2"-13 6.96 (10.35) 

3" (80) 10 (3.05) 30 (9.15) II 60 (18.29) II 290.0 (1.290) 1/2"-13 6.96 (10.35) 

3" (80) 12 (3.66) 24 (7.32) II 48 ( 14.64) II 264.5 (1.176) 1/2"-13 6.96 (10.35) 

3 1 /2" (90) 5 (1.52) 35 (10.67) II 70 (21.33) III 368.3 (1.638) 1/2"-13 9.02 (13.42) 

3 1 /2" (90) 6 (1.83) 36 (10.98) II 72 (21.94) IV 387.9 (1.725) 1/2"-13 9.02 (13.42) 

3 1 /2" (90) 8 (2.44) 32 (9.75) II 64 (19.51) III 372.8 (1.658) 1/2"-13 9.02 (13.42) 

3 1 /2" (90) 10 (3.05) 30 (9.15) II 60 (18.29) III 375.8 (1.671) 1/2"-13 9.02 (13.42) 

3 1 /2" (90) 12 (3.66) 24 (7.32) II 48 ( 14.64) III 342.7 (1.524) 1/2"-13 9.02 (13.42) 

4" (100) 5 (1.52) 40 (12.19) III 70 (21.33) IV 472.4 (2.101) 1/2"-13 11.57 (17.21) 

4" ( 100) 6 (1.83) 36 (10.98) II 72 (21.94) IV 497.5 (2.213) 1/2"-13 11.57 (17.21) 

4" ( 100) 8 (2.44) 40 (12.19) III 64 (19.51) IV 478.2 (2.127) 1/2"-13 11.57 (17.21) 

4" ( 100) 10 (3.05) 36 (10.98) III 60 (18.29) IV 482.1 (2.144) 1/2"-13 11.57 (17.21) 

4" ( 100) 12 (3.66) 33 (10.06) II 48 ( 14.64) III 439.6 (1.955) 1/2"-13 11.57 (17.21) 

Notes: 























Phone: 800-851-7415 

Fax: 618-654-1917 

Date: 

Page No. 

Sheet Number: 



6 - 2 - 06 

98 

of









1/2" (15) 5 (1.52) 20 (6.10) I 40 (12.19) I 36 (0.161) 3/8"-16 0.98 (1.46) 

1/2" (15) 6 (1.83) 18 (5.48) I 36 (10.98) I 34 (0.151) 3/8"-16 0.98 (1.46) 

1/2" (15) 7 (2.13) 21 (6.40) I 42 (12.80) I 39 (0.173) 3/8"-16 0.98 (1.46) 

1/2" (15) 8 (2.44) 16 (4.88) I 32 (9.75) I 33 (0.147) 3/8"-16 0.98 (1.46) 

1/2" (15) 10 (3.05) 10 (3.05) I 20 (6.10) I 27 (0.120) 3/8"-16 0.98 (1.46) 

3/4" (20) 5 (1.52) 25 (7.62) I 50 (15.24) I 59 (0.262) 3/8"-16 1.36 (2.02) 

3/4" (20) 6 (1.83) 24 (7.32) I 48 (14.63) I 59 (0.262) 3/8"-16 1.36 (2.02) 

3/4" (20) 7 (2.13) 21 (6.40) I 42 (12.80) I 55 (0.244) 3/8"-16 1.36 (2.02) 

3/4" (20) 8 (2.44) 24 (7.32) I 48 (14.63) I 63 (0.280) 3/8"-16 1.36 (2.02) 

3/4" (20) 10 (3.05) 20 (6.10) I 40 (12.19) I 58 (0.258) 3/8"-16 1.36 (2.02) 

1" (25) 5 (1.52) 25 (7.62) I 50 (15.24) I 90 (0.400) 3/8"-16 2.06 (3.06) 

1" (25) 6 (1.83) 24 (7.32) I 48 (14.63) I 90 (0.400) 3/8"-16 2.06 (3.06) 

1" (25) 7 (2.13) 21 (6.40) I 42 (12.80) I 83 (0.369) 3/8"-16 2.06 (3.06) 

1" (25) 8 (2.44) 24 (7.32) I 48 (14.63) I 95 (0.422) 3/8"-16 2.06 (3.06) 

1" (25) 10 (3.05) 20 (6.10) I 40 (12.19) I 88 (0.391) 3/8"-16 2.06 (3.06) 

1 1 /4" (32) 5 (1.52) 30 (9.14) I 60 (18.30) II 150 (0.667) 3/8"-16 2.92 (4.34) 

1 1 /4" (32) 6 (1.83) 30 (9.14) I 60 (18.30) II 153 (0.680) 3/8"-16 2.92 (4.34) 

1 1 /4" (32) 7 (2.13) 28 (8.53) I 56 (17.07) I 148 (0.658) 3/8"-16 2.92 (4.34) 

1 1 /4" (32) 8 (2.44) 24 (7.32) I 48 (14.63) I 134 (0.596) 3/8"-16 2.92 (4.34) 

1 1 /4" (32) 10 (3.05) 30 (9.14) I 60 (18.30) II 168 (0.747) 3/8"-16 2.92 (4.34) 

1 1 /2" (40) 5 (1.52) 30 (9.14) I 60 (18.30) II 184 (0.818) 3/8"-16 3.60 (5.36) 

1 1 /2" (40) 6 (1.83) 30 (9.14) I 60 (18.30) II 189 (0.841) 3/8"-16 3.60 (5.36) 

1 1 /2" (40) 9 (2.74) 27 (8.23) I 54 (16.46) II 186 (0.827) 3/8"-16 3.60 (5.36) 

1 1 /2" (40) 10 (3.05) 30 (9.14) I 48 (14.63) II 207 (0.921) 3/8"-16 3.60 (5.36) 

1 1 /2" (40) 12 (3.66) 24 (7.32) I 60 (18.30) II 184 (0.818) 3/8"-16 3.60 (5.36) 

2" (50) 5 (1.52) 35 (10.67) II 70 (21.33) III 300 (1.334) 3/8"-16 5.10 (7.59) 

2" (50) 6 (1.83) 36 (10.98) II 72 (21.94) III 314 (1.397) 3/8"-16 5.10 (7.59) 

2" (50) 8 (2.44) 32 (9.75) II 64 (19.51) III 296 (1.316) 3/8"-16 5.10 (7.59) 

2" (50) 10 (3.05) 30 (9.14) II 60 (18.30) III 293 (1.303) 3/8"-16 5.10 (7.59) 

2" (50) 12 (3.66) 24 (7.32) II 48 (14.63) II 260 (1.156) 3/8"-16 5.10 (7.59) 

2 1 /2" (65) 5 (1.52) 40 (12.19) III 80 (24.38) IV 521 (2.317) 1/2"-13 7.87 (11.71) 

2 1 /2" (65) 6 (1.83) 36 (10.98) III 72 (21.94) IV 484 (2.153) 1/2"-13 7.87 (11.71) 

2 1 /2" (65) 8 (2.44) 40 (12.19) III 80 (24.38) IV 551 (2.451) 1/2"-13 7.87 (11.71) 

2 1 /2" (65) 10 (3.05) 40 (12.19) III 80 (24.38) IV 571 (2.540) 1/2"-13 7.87 (11.71) 

2 1 /2" (65) 12 (3.66) 36 (10.98) III 72 (21.94) IV 543 (2.415) 1/2"-13 7.87 (11.71) 





Phone: 800-851-7415 

Fax: 618-654-1917 

Date: 

Page No. 

Sheet Number: 

6 - 2 - 06 

99 

of 









3" (80) 6 (1.83) 36 (10.98) IV 54 (16.46) IV 516 (2.295) 1/2"-13 10.75 (16.00) 

3" (80) 8 (2.44) 40 (12.19) IV 56 (17.07) IV 559 (2.486) 1/2"-13 10.75 (16.00) 

3" (80) 10 (3.05) 40 (12.19) IV 50 (15.24) IV 537 (2.388) 1/2"-13 10.75 (16.00) 

3" (80) 12 (3.66) 36 (10.98) IV 48 (14.63) IV 547 (2.433) 1/2"-13 10.75 (16.00) 

3" (80) 15 (4.57) 30 (9.15) IV 45 (13.71) IV 564 (2.508) 1/2"-13 10.75 (16.00) 

3 1 /2" (90) 6 (1.83) 36 (10.98) IV 42 (12.81) IV 522 (2.322) 1/2"-13 13.39 (19.92) 

3 1 /2" (90) 8 (2.44) 40 (12.19) IV 40 (12.19) IV 536 (2.384) 1/2"-13 13.39 (19.92) 

3 1 /2" (90) 10 (3.05) 40 (12.19) IV 40 (12.19) IV 569 (2.531) 1/2"-13 13.39 (19.92) 

3 1 /2" (90) 12 (3.66) 36 (10.98) IV 36 (10.98) IV 562 (2.500) 1/2"-13 13.39 (19.92) 

3 1 /2" (90) 15 (4.57) 30 (9.15) IV 45 (13.71) IV 703 (3.127) 1/2"-13 13.39 (19.92) 

4" (100) 6 (1.83) 36 (10.98) IV 36 (10.98) IV 563 (2.504) 5/8"-11 16.31 (24.27) 

4" (100) 8 (2.44) 32 (9.75) IV 32 (9.75) IV 555 (2.468) 5/8"-11 16.31 (24.27) 

4" (100) 10 (3.05) 30 (9.15) IV 30 (9.15) IV 571 (2.540) 5/8"-11 16.31 (24.27) 

4" (100) 12 (3.66) 36 (10.98) IV 36 (10.98) IV 685 (3.047) 5/8"-11 16.31 (24.27) 

4" (100) 15 (4.57) 30 (9.15) IV 30 (9.15) IV 673 (2.993) 5/8"-11 16.31 (24.27) 

5" (125) 8 (2.44) 24 (7.31) IV 24 (7.31) IV 655 (2.913) 5/8"-11 23.39 (34.81) 

5" (125) 10 (3.05) 20 (6.09) IV 20 (6.09) IV 643 (2.860) 5/8"-11 23.39 (34.81) 

5" (125) 12 (3.66) 24 (7.31) IV 24 (7.31) IV 772 (3.434) 5/8"-11 23.39 (34.81) 

5" (125) 15 (4.57) 15 (4.57) IV 15 (4.57) IV 702 (3.122) 5/8"-11 23.39 (34.81) 

5" (125) 18 (5.49) 18 (5.49) IV 18 (5.49) IV 842 (3.745) 5/8"-11 23.39 (34.81) 

6" (150) 8 (2.44) 16 (4.88) IV 16 (4.88) IV 693 (3.082) 3/4"-10 31.49 (46.86) 

6" (150) 10 (3.05) 20 (6.09) IV 20 (6.09) IV 866 (3.852) 3/4"-10 31.49 (46.86) 

6" (150) 12 (3.66) 12 (3.66) IV 12 (3.66) IV 756 (3.362) 3/4"-10 31.49 (46.86) 

6" (150) 15 (4.57) 15 (4.57) IV 15 (4.57) IV 945 (4.203) 3/4"-10 31.49 (46.86) 

6" (150) 18 (5.49) 18 (5.49) IV 18 (5.49) IV 1133 (5.040) 3/4"-10 31.49 (46.86) 

8" (200) 8 (2.44) 16 (4.88) V 16 (4.88) V 1105 (4.915) 3/4"-10 50.23 (74.75) 

8" (200) 10 (3.05) 10 (3.05) V 10 (3.05) V 1004 (4.466) 3/4"-10 50.23 (74.75) 

8" (200) 12 (3.66) 12 (3.66) V 12 (3.66) V 1205 (5.360) 3/4"-10 50.23 (74.75) 

8" (200) 15 (4.57) 15 (4.57) V 15 (4.57) V 1507 (6.703) 3/4"-10 50.23 (74.75) 

8" (200) 18 (5.49) 18 (5.49) V 18 (5.49) V 1808 (8.042) 3/4"-10 50.23 (74.75) 

10" (250) 5 (1.52) 10 (3.05) V 10 (3.05) V 1026 (4.564) 7/8"-9 74.60 (111.01) 

10" (250) 6 (1.83) 12 (3.66) V 12 (3.66) V 1231 (5.476) 7/8"-9 74.60 (111.01) 

10" (250) 8 (2.44) 8 (2.44) V 8 (2.44) V 1193 (5.307) 7/8"-9 74.60 (111.01) 

10" (250) 10 (3.05) 10 (3.05) V 10 (3.05) V 1492 (6.637) 7/8"-9 74.60 (111.01) 

10" (250) 12 (3.66) 12 (3.66) V 12 (3.66) V 1790 (7.962) 7/8"-9 74.60 (111.01) 

12" (300) 5 (1.52) 5 (1.52) V 5 (1.52) V 1021 (4.541) 7/8"-9 102.10 (151.94) 

12" (300) 6 (1.83) 6 (1.83) V 6 (1.83) V 1225 (5.449) 7/8"-9 102.10 (151.94) 

12" (300) 8 (2.44) 8 (2.44) V 8 (2.44) V 1633 (7.264) 7/8"-9 102.10 (151.94) 

12" (300) 9 (2.74) 9 (2.74) V 9 (2.74) V 1838 (8.176) 7/8"-9 102.10 (151.94) 




Phone: 800-851-7415 

Fax: 618-654-1917 

Date: 

Page No. 

Sheet Number: 



6 - 2 - 06 

100 

of









1/2" (15) 5 (1.52) 10 (3.05) I 20 (6.10) I 9.1 (0.040) 3/8"-16 0.43 (0.64) 

1/2" (15) 6 (1.83) 12 (3.66) I 24 (7.32) I 11.0 (0.049) 3/8"-16 0.43 (0.64) 

1/2" (15) 7 (2.13) 7 (2.13) I 14 (4.27) I 8.3 (0.037) 3/8"-16 0.43 (0.64) 

1/2" (15) 8 (2.44) 8 (2.44) I 16 (4.88) I 9.5 (0.042) 3/8"-16 0.43 (0.64) 

3/4" (20) 5 (1.52) 10 (3.05) I 20 (6.10) I 17.6 (0.078) 3/8"-16 0.83 (1.23) 

3/4" (20) 6 (1.83) 12 (3.66) I 24 (7.32) I 21.2 (0.094) 3/8"-16 0.83 (1.23) 

3/4" (20) 7 (2.13) 7 (2.13) I 14 (4.27) I 16.0 (0.071) 3/8"-16 0.83 (1.23) 

3/4" (20) 8 (2.44) 8 (2.44) I 16 (4.88) I 18.3 (0.081) 3/8"-16 0.83 (1.23) 

3/4" (20) 10 (3.05) 10 (3.05) I 20 (6.10) I 22.8 (0.101) 3/8"-16 0.83 (1.23) 

1" (25) 5 (1.52) 15 (4.57) I 30 (9.15) I 33.9 (0.151) 3/8"-16 1.18 (1.75) 

1" (25) 6 (1.83) 12 (3.66) I 24 (7.32) I 30.1 (0.134) 3/8"-16 1.18 (1.75) 

1" (25) 7 (2.13) 14 (4.27) I 28 (8.54) I 35.1 (0.156) 3/8"-16 1.18 (1.75) 

1" (25) 8 (2.44) 8 (2.44) I 16 (4.88) I 26.0 (0.115) 3/8"-16 1.18 (1.75) 

1" (25) 10 (3.05) 10 (3.05) I 20 (6.10) I 32.4 (0.144) 3/8"-16 1.18 (1.75) 

1 1 /4" (32) 5 (1.52) 15 (4.57) I 30 (9.15) I 45.1 (0.200) 3/8"-16 1.57 (2.33) 

1 1 /4" (32) 6 (1.83) 18 (5.49) I 36 (10.97) I 54.2 (0.241) 3/8"-16 1.57 (2.33) 

1 1 /4" (32) 7 (2.13) 14 (4.27) I 28 (8.54) I 46.7 (0.208) 3/8"-16 1.57 (2.33) 

1 1 /4" (32) 8 (2.44) 16 (4.88) I 32 ( 9.75) I 53.4 (0.237) 3/8"-16 1.57 (2.33) 

1 1 /4" (32) 10 (3.05) 10 (3.05) I 20 (6.10) I 43.2 (0.192) 3/8"-16 1.57 (2.33) 

1 1 /2" (40) 5 (1.52) 20 (6.10) I 40 (12.19) I 76.1 (0.338) 3/8"-16 2.10 (3.17) 

1 1 /2" (40) 6 (1.83) 18 (5.49) I 36 (10.97) I 72.4 (0.322) 3/8"-16 2.10 (3.17) 

1 1 /2" (40) 8 (2.44) 16 (4.88) I 32 ( 9.75) I 71.4 (0.317) 3/8"-16 2.10 (3.17) 

1 1 /2" (40) 10 (3.05) 10 (3.05) I 20 (6.10) I 57.7 (0.256) 3/8"-16 2.10 (3.17) 

1 1 /2" (40) 12 (3.66) 12 (3.66) I 24 (7.32) I 69.3 (0.308) 3/8"-16 2.10 (3.17) 

2" (50) 5 (1.52) 20 (6.10) I 40 (12.19) I 122.2 (0.543) 3/8"-16 3.37 (5.01) 

2" (50) 6 (1.83) 18 (5.49) I 36 (10.97) I 116.3 (0.517) 3/8"-16 3.37 (5.01) 

2" (50) 8 (2.44) 16 (4.88) I 32 ( 9.75) I 114.6 (0.510) 3/8"-16 3.37 (5.01) 

2" (50) 10 (3.05) 20 (6.10) I 40 (12.19) I 143.2 (0.637) 3/8"-16 3.37 (5.01) 

2" (50) 12 (3.66) 12 (3.66) I 24 (7.32) I 111.2 (0.494) 3/8"-16 3.37 (5.01) 

2 1 /2" (65) 5 (1.52) 25 (7.62) I 50 (15.24) II 215.2 (0.957) 1/2"-13 4.92 (7.32) 

2 1 /2" (65) 6 (1.83) 24 (7.32) I 48 ( 14.64) II 214.0 (0.952) 1/2"-13 4.92 (7.32) 

2 1 /2" (65) 9 (2.74) 18 (5.49) I 36 (10.97) II 188.2 (0.837) 1/2"-13 4.92 (7.32) 

2 1 /2" (65) 10 (3.05) 20 (6.10) I 40 (12.19) II 209.1 (0.930) 1/2"-13 4.92 (7.32) 

2 1 /2" (65) 12 (3.66) 12 (3.66) I 24 (7.32) I 162.3 (0.722) 1/2"-13 4.92 (7.32) 





Phone: 800-851-7415 

Fax: 618-654-1917 

Date: 

Page No. 

Sheet Number: 

6 - 2 - 06 

101 

of 











3" (80) 5 (1.52) 25 (7.62) II 50 (15.24) III 304.5 (1.354) 1/2"-13 6.96 (10.35) 

3" (80) 6 (1.83) 24 (7.32) II 48 ( 14.64) III 302.7 (1.346) 1/2"-13 6.96 (10.35) 

3" (80) 8 (2.44) 24 (7.32) II 48 ( 14.64) III 320.1 (1.424) 1/2"-13 6.96 (10.35) 

3" (80) 10 (3.05) 20 (6.09) II 40 (12.19) II 295.8 (1.316) 1/2"-13 6.96 (10.35) 

3" (80) 12 (3.66) 12 (3.66) II 24 (7.32) II 229.7 (1.022) 1/2"-13 6.96 (10.35) 

3 1 /2" (90) 5 (1.52) 25 (7.62) II 50 (15.24) IV 394.6 (1.755) 1/2"-13 9.02 (13.42) 

3 1 /2" (90) 6 (1.83) 24 (7.32) II 48 ( 14.64) IV 392.4 (1.745) 1/2"-13 9.02 (13.42) 

3 1 /2" (90) 8 (2.44) 24 (7.32) III 48 ( 14.64) IV 414.9 (1.845) 1/2"-13 9.02 (13.42) 

3 1 /2" (90) 10 (3.05) 20 (6.09) II 40 (12.19) III 383.3 (1.705) 1/2"-13 9.02 (13.42) 

3 1 /2" (90) 12 (3.66) 24 (7.32) III 48 ( 14.64) IV 460.0 (2.046) 1/2"-13 9.02 (13.42) 

4" (100) 5 (1.52) 30 (9.14) III 60 (18.29) V 592.9 (2.637) 1/2"-13 11.57 (17.21) 

4" ( 100) 6 (1.83) 30 (9.14) III 60 (18.29) V 607.4 (2.702) 1/2"-13 11.57 (17.21) 

4" ( 100) 8 (2.44) 24 (7.32) III 48 ( 14.64) IV 532.2 (2.367) 1/2"-13 11.57 (17.21) 

4" ( 100) 10 (3.05) 20 (6.09) III 40 (12.19) IV 491.7 (2.187) 1/2"-13 11.57 (17.21) 

4" ( 100) 12 (3.66) 24 (7.32) III 48 ( 14.64) IV 590.0 (2.624) 1/2"-13 11.57 (17.21) 

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1/2" (15) 5 (1.52) 15 (4.57) I 30 (9.14) I 36 (0.160) 3/8"-16 0.98 (1.46) 

1/2" (15) 6 (1.83) 18 (5.48) I 36 (10.98) I 43 (0.191) 3/8"-16 0.98 (1.46) 

1/2" (15) 7 (2.13) 14 (4.27) I 28 (8.53) I 37 (0.164) 3/8"-16 0.98 (1.46) 

1/2" (15) 8 (2.44) 16 (4.88) I 32 (9.75) I 42 (0.187) 3/8"-16 0.98 (1.46) 

1/2" (15) 10 (3.05) 10 (3.05) I 20 (6.10) I 33 (0.147) 3/8"-16 0.98 (1.46) 

3/4" (20) 5 (1.52) 20 (6.10) I 40 (12.19) I 63 (0.280) 3/8"-16 1.36 (2.02) 

3/4" (20) 6 (1.83) 18 (5.48) I 36 (10.98) I 60 (0.267) 3/8"-16 1.36 (2.02) 

3/4" (20) 7 (2.13) 21 (6.40) I 42 (12.80) I 70 (0.311) 3/8"-16 1.36 (2.02) 

3/4" (20) 8 (2.44) 16 (4.88) I 32 (9.75) I 58 (0.258) 3/8"-16 1.36 (2.02) 

3/4" (20) 10 (3.05) 10 (3.05) I 20 (6.10) I 45 (0.200) 3/8"-16 1.36 (2.02) 

1" (25) 5 (1.52) 20 (6.10) I 40 (12.19) I 96 (0.427) 3/8"-16 2.06 (3.06) 

1" (25) 6 (1.83) 24 (7.32) I 48 (14.63) I 118 (0.511) 3/8"-16 2.06 (3.06) 

1" (25) 7 (2.13) 21 (6.40) I 42 (12.80) I 106 (0.471) 3/8"-16 2.06 (3.06) 

1" (25) 8 (2.44) 16 (4.88) I 32 (9.75) I 88 (0.391) 3/8"-16 2.06 (3.06) 

1" (25) 10 (3.05) 20 (6.10) I 40 (12.19) I 110 (0.489) 3/8"-16 2.06 (3.06) 

1 1 /4" (32) 5 (1.52) 25 (7.62) I 50 (15.24) II 165 (0.734) 3/8"-16 2.92 (4.34) 

1 1 /4" (32) 6 (1.83) 24 (7.32) I 48 (14.63) II 164 (0.729) 3/8"-16 2.92 (4.34) 

1 1 /4" (32) 7 (2.13) 21 (6.40) I 42 (12.80) I 150 (0.667) 3/8"-16 2.92 (4.34) 

1 1 /4" (32) 8 (2.44) 24 (7.32) I 48 (14.63) II 171 (0.760) 3/8"-16 2.92 (4.34) 

1 1 /4" (32) 10 (3.05) 20 (6.10) I 40 (12.19) I 156 (0.694) 3/8"-16 2.92 (4.34) 

1 1 /2" (40) 5 (1.52) 25 (7.62) I 50 (15.24) II 204 (0.907) 3/8"-16 3.60 (5.36) 

1 1 /2" (40) 6 (1.83) 24 (7.32) I 48 (14.63) II 202 (0.898) 3/8"-16 3.60 (5.36) 

1 1 /2" (40) 9 (2.74) 27 (8.23) I 54 (16.46) II 238 (1.058) 3/8"-16 3.60 (5.36) 

1 1 /2" (40) 10 (3.05) 20 (6.10) I 40 (12.19) II 192 (0.854) 3/8"-16 3.60 (5.36) 

1 1 /2" (40) 12 (3.66) 24 (7.32) I 48 (14.63) II 230 (1.023) 3/8"-16 3.60 (5.36) 

2" (50) 5 (1.52) 30 (9.14) II 60 (18.30) III 340 (1.512) 3/8"-16 5.10 (7.59) 

2" (50) 6 (1.83) 30 (9.14) II 60 (18.30) III 347 (1.543) 3/8"-16 5.10 (7.59) 

2" (50) 8 (2.44) 24 (7.32) II 48 (14.63) III 299 (1.330) 3/8"-16 5.10 (7.59) 

2" (50) 10 (3.05) 30 (9.14) II 60 (18.30) III 374 (1.663) 3/8"-16 5.10 (7.59) 

2" (50) 12 (3.66) 24 (7.32) II 48 (14.63) III 326 (1.450) 3/8"-16 5.10 (7.59) 

2 1 /2" (65) 5 (1.52) 35 (10.67) III 70 (21.33) V 603 (2.682) 1/2"-13 7.87 (11.71) 

2 1 /2" (65) 6 (1.83) 36 (10.98) III 72 (21.94) V 630 (2.802) 1/2"-13 7.87 (11.71) 

2 1 /2" (65) 8 (2.44) 32 (9.75) III 64 (19.51) V 588 (2.615) 1/2"-13 7.87 (11.71) 

2 1 /2" (65) 10 (3.05) 30 (9.14) III 60 (18.30) IV 577 (2.566) 1/2"-13 7.87 (11.71) 

2 1 /2" (65) 12 (3.66) 24 (7.32) III 48 (14.63) IV 504 (2.242) 1/2"-13 7.87 (11.71) 





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3" (80) 6 (1.83) 36 (10.98) IV 60 (18.30) V 731 (3.251) 1/2"-13 10.75 (16.00) 

3" (80) 8 (2.44) 32 (9.75) IV 64 (19.51) V 803 (3.572) 1/2"-13 10.75 (16.00) 

3" (80) 10 (3.05) 30 (9.15) IV 60 (18.30) V 788 (3.505) 1/2"-13 10.75 (16.00) 

3" (80) 12 (3.66) 36 (10.98) IV 60 (18.30) V 817 (3.634) 1/2"-13 10.75 (16.00) 

3" (80) 15 (4.57) 30 (9.15) IV 60 (18.30) V 860 (3.825) 1/2"-13 10.75 (16.00) 

3 1 /2" (90) 6 (1.83) 36 (10.98) V 48 (14.63) V 750 (3.336) 1/2"-13 13.39 (19.92) 

3 1 /2" (90) 8 (2.44) 40 (12.19) V 48 (14.63) V 786 (3.496) 1/2"-13 13.39 (19.92) 

3 1 /2" (90) 10 (3.05) 40 (12.19) V 50 (15.24) V 848 (3.772) 1/2"-13 13.39 (19.92) 

3 1 /2" (90) 12 (3.66) 36 (10.98) V 48 (14.63) V 857 (3.812) 1/2"-13 13.39 (19.92) 

3 1 /2" (90) 15 (4.57) 30 (9.15) IV 45 (13.71) V 870 (3.870) 1/2"-13 13.39 (19.92) 

4" (100) 6 (1.83) 36 (10.98) V 42 (12.80) V 815 (3.625) 5/8"-11 16.31 (24.27) 

4" (100) 8 (2.44) 40 (12.19) V 40 (12.19) V 826 (3.674) 5/8"-11 16.31 (24.27) 

4" (100) 10 (3.05) 40 (12.19) V 40 (12.19) V 870 (3.870) 5/8"-11 16.31 (24.27) 

4" (100) 12 (3.66) 36 (10.98) V 36 (10.98) V 848 (3.772) 5/8"-11 16.31 (24.27) 

4" (100) 15 (4.57) 30 (9.15) V 30 (9.15) V 815 (3.625) 5/8"-11 16.31 (24.27) 

5" (125) 8 (2.44) 24 (7.31) V 24 (7.31) V 811 (3.607) 5/8"-11 23.39 (34.81) 

5" (125) 10 (3.05) 20 (6.09) V 20 (6.09) V 780 (3.469) 5/8"-11 23.39 (34.81) 

5" (125) 12 (3.66) 24 (7.31) V 24 (7.31) V 936 (4.163) 5/8"-11 23.39 (34.81) 

5" (125) 15 (4.57) 15 (4.57) V 15 (4.57) V 819 (3.643) 5/8"-11 23.39 (34.81) 

5" (125) 18 (5.49) 18 (5.49) V 18 (5.49) V 982 (4.368) 5/8"-11 23.39 (34.81) 

6" (150) 8 (2.44) 16 (4.88) V 16 (4.88) V 840 (3.736) 3/4"-10 31.49 (46.86) 

6" (150) 10 (3.05) 20 (6.09) V 20 (6.09) V 1050 (4.670) 3/4"-10 31.49 (46.86) 

6" (150) 12 (3.66) 12 (3.66) V 12 (3.66) V 1882 (3.923) 3/4"-10 31.49 (46.86) 

6" (150) 15 (4.57) 15 (4.57) V 15 (4.57) V 1102 (4.902) 3/4"-10 31.49 (46.86) 

6" (150) 18 (5.49) 18 (5.49) V 18 (5.49) V 1322 (5.880) 3/4"-10 31.49 (46.86) 

8" (200) 5 (2.44) 10 (3.05) V 10 (3.05) V 837 (3.723) 3/4"-10 50.23 (74.75) 

8" (200) 6 (3.05) 12 (3.66) V 12 (3.66) V 1004 (4.466) 3/4"-10 50.23 (74.75) 

8" (200) 8 (3.66) 8 (2.44) V 8 (2.44) V 937 (4.168) 3/4"-10 50.23 (74.75) 

8" (200) 10 (4.57) 10 (3.05) V 10 (3.05) V 1172 (5.213) 3/4"-10 50.23 (74.75) 

8" (200) 12 (5.49) 12 (3.66) V 12 (3.66) V 1406 (6.254) 3/4"-10 50.23 (74.75) 

10" (250) 5 (1.52) 5 (1.52) V 5 (1.52) V 870 (3.870) 7/8"-9 74.60 (111.01) 

10" (250) 6 (1.83) 6 (1.83) V 6 (1.83) V 1044 (4.644) 7/8"-9 74.60 (111.01) 

10" (250) 8 (2.44) 8 (2.44) V 8 (2.44) V 1392 (6.192) 7/8"-9 74.60 (111.01) 

10" (250) 9 (2.74) 9 (2.74) V 9 (2.74) V 1566 (6.966) 7/8"-9 74.60 (111.01) 

12" (300) 4 (1.22) 4 (1.22) V 4 (1.22) V 953 (4.239) 7/8"-9 102.10 (151.94) 

12" (300) 5 (1.52) 5 (1.52) V 5 (1.52) V 1191 (5.298) 7/8"-9 102.10 (151.94) 

12" (300) 6 (1.83) 6 (1.83) V 6 (1.83) V 1429 (6.356) 7/8"-9 102.10 (151.94) 




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1/2" (15) 5 (1.52) 10 (3.05) I 20 (6.10) I 11.5 (0.051) 3/8"-16 0.43 (0.64) 

1/2" (15) 6 (1.83) 6 (1.83) I 12 (3.66) I 8.6 (0.038) 3/8"-16 0.43 (0.64) 

1/2" (15) 7 (2.13) 7 (2.13) I 14 (4.27) I 10.0 (0.044) 3/8"-16 0.43 (0.64) 

1/2" (15) 8 (2.44) 8 (2.44) I 16 (4.88) I 11.5 (0.051) 3/8"-16 0.43 (0.64) 

3/4" (20) 5 (1.52) 10 (3.05) I 20 (6.10) I 22.1 (0.098) 3/8"-16 0.83 (1.23) 

3/4" (20) 6 (1.83) 6 (1.83) I 12 (3.66) I 16.6 (0.074) 3/8"-16 0.83 (1.23) 

3/4" (20) 7 (2.13) 7 (2.13) I 14 (4.27) I 19.4 (0.086) 3/8"-16 0.83 (1.23) 

3/4" (20) 8 (2.44) 8 (2.44) I 16 (4.88) I 22.1 (0.098) 3/8"-16 0.83 (1.23) 

1" (25) 5 (1.52) 10 (3.05) I 20 (6.10) I 31.5 (0.140) 3/8"-16 1.18 (1.75) 

1" (25) 6 (1.83) 12 (3.66) I 24 (7.32) I 37.8 (0.168) 3/8"-16 1.18 (1.75) 

1" (25) 7 (2.13) 7 (2.13) I 14 (4.27) I 27.5 (0.122) 3/8"-16 1.18 (1.75) 

1" (25) 8 (2.44) 8 (2.44) I 16 (4.88) I 31.5 (0.140) 3/8"-16 1.18 (1.75) 

1" (25) 10 (3.05) 10 (3.05) I 20 (6.10) I 39.3 (0.175) 3/8"-16 1.18 (1.75) 

1 1 /4" (32) 5 (1.52) 15 (4.57) I 30 (9.15) I 57.6 (0.256) 3/8"-16 1.57 (2.33) 

1 1 /4" (32) 6 (1.83) 12 (3.66) I 24 (7.32) I 50.2 (0.223) 3/8"-16 1.57 (2.33) 

1 1 /4" (32) 7 (2.13) 14 (4.27) I 28 (8.54) I 58.6 (0.260) 3/8"-16 1.57 (2.33) 

1 1 /4" (32) 8 (2.44) 8 (2.44) I 16 (4.88) I 41.9 (0.186) 3/8"-16 1.57 (2.33) 

1 1 /4" (32) 10 (3.05) 10 (3.05) I 20 (6.10) I 52.3 (0.232) 3/8"-16 1.57 (2.33) 

1 1 /2" (40) 5 (1.52) 15 (4.57) I 30 (9.15) I 77.0 (0.342) 3/8"-16 2.10 (3.17) 

1 1 /2" (40) 6 (1.83) 12 (3.66) I 24 (7.32) I 67.2 (0.299) 3/8"-16 2.10 (3.17) 

1 1 /2" (40) 8 (2.44) 16 (4.88) I 32 ( 9.75) I 89.6 (0.398) 3/8"-16 2.10 (3.17) 

1 1 /2" (40) 10 (3.05) 10 (3.05) I 20 (6.10) I 70.0 (0.311) 3/8"-16 2.10 (3.17) 

1 1 /2" (40) 12 (3.66) 12 (3.66) I 24 (7.32) I 84.0 (0.373) 3/8"-16 2.10 (3.17) 

2" (50) 5 (1.52) 20 (6.10) I 35 (10.67) I 140.4 (0.624) 3/8"-16 3.37 (5.01) 

2" (50) 6 (1.83) 18 (5.49) I 36 (10.97) I 148.3 (0.659) 3/8"-16 3.37 (5.01) 

2" (50) 8 (2.44) 16 (4.88) I 32 ( 9.75) I 143.8 (0.639) 3/8"-16 3.37 (5.01) 

2" (50) 10 (3.05) 10 (3.05) I 20 (6.10) I 112.3 (0.499) 3/8"-16 3.37 (5.01) 

2" (50) 12 (3.66) 12 (3.66) I 24 (7.32) I 134.8 (0.599) 3/8"-16 3.37 (5.01) 

2 1 /2" (65) 5 (1.52) 20 (6.10) I 40 (12.19) II 229.6 (1.021) 1/2"-13 4.92 (7.32) 

2 1 /2" (65) 6 (1.83) 18 (5.49) I 36 (10.97) II 216.5 (0.963) 1/2"-13 4.92 (7.32) 

2 1 /2" (65) 9 (2.74) 18 (5.49) II 36 (10.97) II 236.1 (1.050) 1/2"-13 4.92 (7.32) 

2 1 /2" (65) 10 (3.05) 20 (6.10) II 40 (12.19) II 262.4 (1.167) 1/2"-13 4.92 (7.32) 

2 1 /2" (65) 12 (3.66) 12 (3.66) I 24 (7.32) I 196.8 (0.875) 1/2"-13 4.92 (7.32) 





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3" (80) 5 (1.52) 20 (6.09) II 40 (12.19) III 324.8 (1.445) 1/2"-13 6.96 (10.35) 

3" (80) 6 (1.83) 18 (5.49) II 36 (10.97) III 306.2 (1.362) 1/2"-13 6.96 (10.35) 

3" (80) 8 (2.44) 16 (4.88) II 32 ( 9.75) III 296.9 (1.320) 1/2"-13 6.96 (10.35) 

3" (80) 10 (3.05) 20 (6.09) II 40 (12.19) III 371.2 (1.651) 1/2"-13 6.96 (10.35) 

3" (80) 12 (3.66) 12 (3.66) II 24 (7.32) II 278.4 (1.238) 1/2"-13 6.96 (10.35) 

3 1 /2" (90) 5 (1.52) 25 (7.62) III 50 (15.24) IV 511.1 (2.273) 1/2"-13 9.02 (13.42) 

3 1 /2" (90) 6 (1.83) 24 (7.32) III 48 ( 14.64) IV 505.1 (2.246) 1/2"-13 9.02 (13.42) 

3 1 /2" (90) 8 (2.44) 24 (7.32) III 48 ( 14.64) IV 529.1 (2.353) 1/2"-13 9.02 (13.42) 

3 1 /2" (90) 10 (3.05) 20 (6.09) III 40 (12.19) IV 481.0 (2.139) 1/2"-13 9.02 (13.42) 

3 1 /2" (90) 12 (3.66) 12 (3.66) III 24 (7.32) III 360.8 (1.605) 1/2"-13 9.02 (13.42) 

4" (100) 5 (1.52) 25 (7.62) IV 50 (15.24) V 655.6 (2.916) 1/2"-13 11.57 (17.21) 

4" ( 100) 6 (1.83) 24 (7.32) IV 48 ( 14.64) V 647.9 (2.882) 1/2"-13 11.57 (17.21) 

4" ( 100) 8 (2.44) 24 (7.32) IV 48 ( 14.64) V 678.7 (3.019) 1/2"-13 11.57 (17.21) 

4" ( 100) 10 (3.05) 20 (6.09) IV 40 (12.19) IV 617.0 (2.744) 1/2"-13 11.57 (17.21) 

4" ( 100) 12 (3.66) 24 (7.32) IV 48 ( 14.64) V 740.4 (3.293) 1/2"-13 11.57 (17.21) 

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Appendix 2 

Seismic Bracing Charts for Trapeze Supports 

Pages 109 - 114 

Pages 115 - 120 

Pages 121 - 126 

Pages 127 - 132 

Pages 133 - 138 

Pages 139 - 144 







Page 145 Footnotes for Tables 1 & 2 found under Appendix 2 

Table 1 - 2 Transverse and 2 Longitudinal Braces at each Location 

Table 2 - 1 Transverse and 2 Longitudinal Braces at each Location 

This Appendix contains bracing tables developed using allowable stress design 

(ASD) for the following seismic force values (i.e. “g-values”): .15g (ASD), 

.30g (ASD), .45g (ASD), .50g (ASD), .75g (ASD), and 1.0g (ASD). The 

building code uses strength design. (See Special Note on page 2 for further 

information.) These charts cover the vast majority of seismic requirements from 

coast to coast, from Zone 1 to Zone 4 applications, and take into account the 

many codes which may be referenced for a specific project. 

The seismic zone, building type, and other factors determine the level of 

seismic force for a particular project. The project design professional should 

determine the correct seismic force value using the appropriate building code and 

local requirements. Use of the correct table is very important to ensure that the 

correct brace spacing and anchorage is provided. See pages 1 - 8 for more 

information. 




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Seismic Bracing Charts for Trapeze Supports - Figures 9 & 10 

Table 1 for Seismic Force Level 0.15g (ASD) 

26 - 50 (W t ) continued on next page. 

* See note 2 on page 17. 

See page 145 for footnotes. 

Hanger Rod Size 

Transverse Bracing 1 Longitudinal Bracing 1 Unbraced Trapeze Braced Trapeze 

Total Support Brace Structure Brace Structure 

Weight Span Interval 3,4 Connection Interval 3,4 Connection 

Rod Minimum Rod Minimum 

W t L t * Type 2 Type 2 Load 5 Rod Size 6 Load 5 Rod Size 6 

lbs./ft. ft. ft. ft. lbs. in. lbs. in. 

0 - 10 6 36 I 78 I 36 3 /8 90 3 /8 

0 - 10 8 40 I 80 I 42 3/8 102 3/8 

0 - 10 10 40 I 80 I 53 3/8 112 3/8 

0 - 10 12 36 I 72 I 63 3/8 117 3/8 

0 - 10 16 32 I 80 I 84 3 /8 144 3 /8 

0 - 10 20 40 I 80 I 105 3 /8 165 3 /8 

0 - 10 24 24 I 72 I 126 3 /8 180 3 /8 

11 - 25 6 36 I 66 I 79 3/8 202 3/8 

11 - 25 6 --- --- 78 II 79 3 /8 225 3 /8 

11 - 25 8 40 I 64 I 105 3 /8 225 3 /8 

11 - 25 8 --- --- 80 II 105 3/8 255 3/8 

11 - 25 10 40 I 60 I 132 3 /8 244 3 /8 

11 - 25 10 --- --- 80 II 132 3/8 281 3/8 

11 - 25 12 36 I 60 I 158 3/8 270 3/8 

11 - 25 12 --- --- 72 II 158 3 /8 292 3 /8 

11 - 25 16 32 I 64 I 210 3 /8 330 3 /8 

11 - 25 16 --- --- 80 II 210 3/8 360 3/8 

11 - 25 20 40 I 60 I 263 3/8 375 3/8 

11 - 25 20 --- --- 80 II 263 3 /8 412 3 /8 

11 - 25 24 24 I 48 I 315 3/8 405 3/8 

11 - 25 24 --- --- 72 II 315 3 /8 450 3 /8 

26 - 50 6 30 I 30 I 158 3/8 270 3/8 

26 - 50 6 36 II 54 II 158 3 /8 360 3 /8 

26 - 50 6 --- --- 78 III 158 3/8 450 3/8 

26 - 50 8 32 I 32 I 210 3 /8 330 3 /8 

26 - 50 8 40 II 56 II 210 3/8 420 3/8 

26 - 50 8 --- --- 80 III 210 3 /8 510 3 /8 

26 - 50 10 30 I 30 I 263 3/8 375 3/8 

26 - 50 10 40 II 50 II 263 3 /8 450 3 /8 

26 - 50 10 --- --- 80 III 263 3/8 562 3/8 

26 - 50 12 24 I 24 I 315 3/8 405 3/8 

26 - 50 12 36 II 48 II 315 3 /8 495 3 /8 

26 - 50 12 --- --- 72 III 315 3/8 585 3/8 

26 - 50 16 32 I 32 I 420 3 /8 540 3 /8 

26 - 50 16 --- --- 48 II 420 3/8 600 3/8 

26 - 50 16 --- --- 80 III 420 3 /8 720 1 /2 




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Table 1 cont. for Seismic Force Level 0.15g (ASD) 




Weight Span Interval 3,4 Connection Interval 3,4 Rod Minimum Rod Minimum 

Connection 



26 - 50 20 20 I 20 I 525 3 /8 600 3 /8 

26 - 50 20 40 II 40 II 525 3 /8 675 1 /2 

26 - 50 20 --- --- 80 III 525 3 /8 825 1 /2 

26 - 50 24 24 I 24 I 630 3/8 720 1/2 

26 - 50 24 --- --- 48 II 630 3 /8 810 1 /2 

26 - 50 24 --- --- 72 III 630 3/8 900 1/2 

51 - 75 6 18 I 18 I 237 3 /8 337 3 /8 

51 - 75 6 36 II 36 II 237 3/8 439 3/8 

51 - 75 6 --- --- 54 III 237 3 /8 540 3 /8 

51 - 75 6 --- --- 78 IV 237 3/8 675 1/2 

51 - 75 8 16 I 16 I 315 3 /8 405 3 /8 

51 - 75 8 32 II 32 II 315 3/8 495 3/8 

51 - 75 8 40 III 56 III 315 3 /8 630 1 /2 

51 - 75 8 --- --- 80 IV 315 3/8 765 1/2 

51 - 75 10 20 I 20 I 394 3 /8 506 3 /8 

51 - 75 10 30 II 30 II 394 3 /8 562 3 /8 

51 - 75 10 40 III 50 III 394 3 /8 675 1 /2 

51 - 75 10 --- --- 80 IV 394 3 /8 844 1 /2 

51 - 75 12 12 I 12 I 473 3/8 540 3/8 

51 - 75 12 36 II 36 II 473 3 /8 675 1 /2 

51 - 75 12 --- --- 48 III 473 3/8 742 1/2 

51 - 75 12 --- --- 72 IV 473 3 /8 877 1 /2 

51 - 75 16 16 I 16 I 630 1/2 720 1/2 

51 - 75 16 32 II 32 II 630 1 /2 810 1 /2 

51 - 75 16 --- --- 48 III 630 1/2 900 1/2 

51 - 75 16 --- --- 80 IV 630 1 /2 1080 1 /2 

51 - 75 20 20 I 20 I 788 1/2 900 1/2 

51 - 75 20 40 III 40 III 788 1 /2 1012 1 /2 

51 - 75 20 --- --- 80 IV 788 1/2 1237 5/8 

51 - 75 24 24 II 24 II 945 1 /2 1080 1 /2 

51 - 75 24 --- --- 48 III 945 1 /2 1215 5 /8 

51 - 75 24 --- --- 72 IV 945 1 /2 1350 5 /8 

76 - 100 6 12 I 12 I 315 3 /8 405 3 /8 

76 - 100 6 24 II 24 II 315 3/8 495 3/8 

76 - 100 6 36 III 42 III 315 3 /8 630 1 /2 

76 - 100 6 --- --- 60 IV 315 3/8 765 1/2 

76 - 100 6 --- --- 78 V 315 3 /8 900 1 /2 







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76 - 100 8 16 I 16 I 420 3 /8 540 3 /8 

76 - 100 8 24 II 24 II 420 3/8 600 3/8 

76 - 100 8 40 III 40 III 420 3 /8 720 1 /2 

76 - 100 8 --- --- 56 IV 420 3/8 840 1/2 

76 - 100 8 --- --- 80 V 420 3 /8 1020 1 /2 

76 - 100 10 10 I 10 I 525 3 /8 600 3 /8 

76 - 100 10 20 II 20 II 525 3/8 675 1/2 

76 - 100 10 40 III 40 III 525 3 /8 825 1 /2 

76 - 100 10 --- --- 60 IV 525 3/8 975 1/2 

76 - 100 10 --- --- 80 V 525 3 /8 1125 1 /2 

76 - 100 12 12 I 12 I 630 1 /2 720 1 /2 

76 - 100 12 24 II 24 II 630 1/2 810 1/2 

76 - 100 12 36 III 36 III 630 1 /2 900 1 /2 

76 - 100 12 --- --- 60 IV 630 1/2 1080 1/2 

76 - 100 12 --- --- 72 V 630 1 /2 1170 5 /8 

76 - 100 16 16 I 16 I 840 1 /2 960 1 /2 

76 - 100 16 32 III 32 III 840 1 /2 1080 1 /2 

76 - 100 16 --- --- 48 IV 840 1 /2 1200 5 /8 

76 - 100 16 --- --- 80 V 840 1 /2 1440 5 /8 

76 - 100 20 20 II 20 II 1050 1 /2 1200 5 /8 

76 - 100 20 40 III 40 III 1050 1/2 1350 5/8 

76 - 100 20 --- --- 60 IV 1050 1 /2 1500 5 /8 

76 - 100 20 --- --- 80 V 1050 1/2 1650 5/8 

76 - 100 24 24 II 24 II 1260 5/8 1440 5/8 

76 - 100 24 --- --- 48 IV 1260 5 /8 1620 5 /8 

76 - 100 24 --- --- 72 V 1260 5/8 1800 5/8 

101 - 150 6 6 I 6 I 473 3 /8 540 3 /8 

101 - 150 6 18 II 18 II 473 3/8 675 1/2 

101 - 150 6 24 III 24 III 473 3 /8 742 1 /2 

101 - 150 6 36 IV 42 IV 473 3/8 945 1/2 

101 - 150 6 --- --- 60 V 473 3 /8 1147 5 /8 

101 - 150 8 8 I 8 I 630 1/2 720 1/2 

101 - 150 8 16 II 16 II 630 1 /2 810 1 /2 

101 - 150 8 24 III 24 III 630 1/2 900 1/2 

101 - 150 8 40 IV 40 IV 630 1 /2 1080 1 /2 

101 - 150 8 --- --- 56 V 630 1/2 1260 5/8 

101 - 150 10 10 I 10 I 788 1/2 900 1/2 

101 - 150 10 20 III 20 III 788 1 /2 1012 1 /2 

101 - 150 10 40 IV 40 IV 788 1/2 1237 5/8 

101 - 150 10 --- --- 60 V 788 1 /2 1462 5 /8 







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Connection 



101 - 150 12 12 II 12 II 945 1 /2 1080 1 /2 

101 - 150 12 24 III 24 III 945 1 /2 1215 5 /8 

101 - 150 12 36 IV 36 IV 945 1 /2 1350 5 /8 

101 - 150 12 --- --- 60 V 945 1 /2 1620 5 /8 

101 - 150 16 16 II 16 II 1260 5 /8 1440 5 /8 

101 - 150 16 32 IV 32 IV 1260 5/8 1620 5/8 

101 - 150 16 --- --- 48 V 1260 5 /8 1800 5 /8 

101 - 150 20 20 III 20 III 1575 5/8 1800 5/8 

101 - 150 20 40 IV 40 IV 1575 5 /8 2025 3 /4 

101 - 150 20 --- --- 60 V 1575 5/8 2250 3/4 

101 - 150 24 24 III 24 III 1890 3 /4 2160 3 /4 

101 - 150 24 --- --- 48 V 1890 3/4 2430 3/4 

151 - 200 6 6 I 6 I 630 1 /2 720 1 /2 

151 - 200 6 12 II 12 II 630 1/2 810 1/2 

151 - 200 6 18 III 18 III 630 1 /2 900 1 /2 

151 - 200 6 30 IV 30 IV 630 1/2 1080 1/2 

151 - 200 6 36 V 42 V 630 1 /2 1260 5 /8 

151 - 200 8 8 I 8 I 840 1 /2 960 1 /2 

151 - 200 8 16 III 16 III 840 1 /2 1080 1 /2 

151 - 200 8 24 IV 24 IV 840 1 /2 1200 5 /8 

151 - 200 8 40 V 40 V 840 1 /2 1440 5 /8 

151 - 200 10 10 II 10 II 1050 1 /2 1200 5 /8 

151 - 200 10 20 III 20 III 1050 1/2 1350 5/8 

151 - 200 10 30 IV 30 IV 1050 1 /2 1500 5 /8 

151 - 200 10 40 V 40 V 1050 1/2 1650 5/8 

151 - 200 12 12 II 12 II 1260 5 /8 1410 5 /8 

151 - 200 12 24 IV 24 IV 1260 5/8 1620 5/8 

151 - 200 12 36 V 36 V 1260 5 /8 1800 5 /8 

151 - 200 16 16 III 16 III 1680 5/8 1920 3/4 

151 - 200 16 32 V 32 V 1680 5 /8 2160 3 /4 

151 - 200 20 20 III 20 III 2100 3 /4 2400 3 /4 

151 - 200 20 40 V 40 V 2100 3 /4 2700 3 /4 

151 - 200 24 24 IV 24 IV 2520 3 /4 2880 7 /8 






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Seismic Bracing Charts for Trapeze Supports - Figure 11 







Connection 



0 - 10 6 36 I 78 I 32 3 /8 90 3 /8 

0 - 10 8 40 I 80 I 42 3 /8 102 3 /8 

0 - 10 10 40 I 80 I 53 3 /8 112 3 /8 

0 - 10 12 36 I 72 I 63 3/8 117 3/8 

0 - 10 16 32 I 80 I 84 3/8 144 3/8 

0 - 10 20 40 I 80 I 105 3/8 165 3/8 

0 - 10 24 24 I 72 I 126 3/8 180 3/8 

11 - 25 6 30 I 66 I 79 3/8 202 3/8 

11 - 25 6 36 II 78 II 79 3 /8 225 3 /8 

11 - 25 8 32 I 64 I 105 3 /8 225 3 /8 

11 - 25 8 40 II 80 II 105 3/8 255 3/8 

11 - 25 10 30 I 60 I 132 3/8 244 3/8 

11 - 25 10 40 II 80 II 132 3 /8 281 3 /8 

11 - 25 12 24 I 60 I 158 3 /8 270 3 /8 

11 - 25 12 36 II 72 II 158 3/8 292 3/8 

11 - 25 16 32 I 64 I 210 3 /8 330 3 /8 

11 - 25 16 --- --- 80 II 210 3/8 360 3/8 

11 - 25 20 20 I 60 I 263 3/8 375 3/8 

11 - 25 20 40 II 80 II 263 3 /8 412 3 /8 

11 - 25 24 24 I 48 I 315 3 /8 405 3 /8 

11 - 25 24 --- --- 72 II 315 3/8 450 3/8 

26 - 50 6 12 I 30 I 158 3/8 270 3/8 

26 - 50 6 24 II 54 II 158 3 /8 360 3 /8 

26 - 50 6 36 III 78 III 158 3/8 450 3/8 

26 - 50 8 16 I 32 I 210 3/8 330 3/8 

26 - 50 8 24 II 56 II 210 3 /8 420 3 /8 

26 - 50 8 40 III 80 III 210 3/8 510 3/8 

26 - 50 10 10 I 30 I 263 3 /8 375 3 /8 

26 - 50 10 20 II 50 II 263 3 /8 450 3 /8 

26 - 50 10 40 III 80 III 263 3 /8 562 3 /8 

26 - 50 12 12 I 24 I 315 3/8 405 3/8 

26 - 50 12 24 II 48 II 315 3 /8 495 3 /8 

26 - 50 12 36 III 72 III 315 3/8 585 3/8 






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Connection 



26 - 50 16 16 I 32 I 420 3/8 540 3/8 

26 - 50 16 --- --- 48 II 420 3 /8 600 3 /8 

26 - 50 16 32 III 80 III 420 3/8 720 1/2 

26 - 50 20 --- --- 20 I 525 3/8 600 3/8 

26 - 50 20 20 II 40 II 525 3 /8 675 1 /2 

26 - 50 20 40 III 80 III 525 3/8 825 1/2 

26 - 50 24 --- --- 24 I 630 1 /2 720 1 /2 

26 - 50 24 24 II 48 II 630 1 /2 810 1 /2 

26 - 50 24 --- --- 72 III 630 1 /2 900 1 /2 

51 - 75 6 6 I 18 I 237 3/8 337 3/8 

51 - 75 6 18 II 36 II 237 3 /8 439 3 /8 

51 - 75 6 24 III 54 III 237 3/8 540 3/8 

51 - 75 6 36 IV 78 IV 237 3 /8 675 1 /2 

51 - 75 8 8 I 16 I 315 3/8 405 3/8 

51 - 75 8 16 II 32 II 315 3 /8 495 3 /8 

51 - 75 8 24 III 56 III 315 3/8 630 1/2 

51 - 75 8 40 IV 80 IV 315 3 /8 765 1 /2 

51 - 75 10 10 I 20 I 394 3/8 506 3/8 

51 - 75 10 --- --- 30 II 394 3 /8 562 3 /8 

51 - 75 10 20 III 50 III 394 3/8 675 1/2 

51 - 75 10 40 IV 80 IV 394 3 /8 844 1 /2 

51 - 75 12 --- --- 12 I 472 3 /8 540 3 /8 

51 - 75 12 12 II 36 II 472 3 /8 675 1 /2 

51 - 75 12 24 III 48 III 472 3 /8 742 1 /2 

51 - 75 12 36 IV 72 IV 472 3 /8 877 1 /2 

51 - 75 16 --- --- 16 I 630 1 /2 720 1 /2 

51 - 75 16 16 II 32 II 630 1/2 810 1/2 

51 - 75 16 --- --- 48 III 630 1 /2 900 1 /2 

51 - 75 16 32 IV 80 IV 630 1/2 1080 1/2 

51 - 75 20 --- --- 20 I 788 1 /2 900 1 /2 

51 - 75 20 20 III 40 III 788 1/2 1012 1/2 

51 - 75 20 40 IV 80 IV 788 1 /2 1237 5 /8 

51 - 75 24 --- --- 24 II 945 1/2 1080 1/2 

51 - 75 24 24 III 48 III 945 1 /2 1215 5 /8 

51 - 75 24 --- --- 72 IV 945 1/2 1350 5/8 






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0 - 10 6 36 I 78 I 33 3 /8 150 3 /8 

0 - 10 8 40 I 80 I 44 3/8 164 3/8 

0 - 10 10 40 I 80 I 55 3/8 175 3/8 

0 - 10 12 36 I 72 I 66 3/8 174 3/8 

0 - 10 16 32 I 80 I 88 3 /8 208 3 /8 

0 - 10 20 40 I 80 I 110 3 /8 230 3 /8 

0 - 10 24 24 I 72 I 132 3 /8 240 3 /8 

11 - 25 6 30 I 30 I 83 3/8 195 3/8 

11 - 25 6 36 II 54 II 83 3 /8 285 3 /8 

11 - 25 6 --- --- 78 III 83 3/8 375 3/8 

11 - 25 8 32 I 32 I 110 3/8 230 3/8 

11 - 25 8 40 II 56 II 110 3 /8 320 3 /8 

11 - 25 8 --- --- 80 III 110 3/8 410 3/8 

11 - 25 10 30 I 30 I 138 3 /8 250 3 /8 

11 - 25 10 40 II 50 II 138 3/8 325 3/8 

11 - 25 10 --- --- 80 III 138 3 /8 437 3 /8 

11 - 25 12 24 I 24 I 165 3 /8 255 3 /8 

11 - 25 12 36 II 48 II 165 3/8 345 3/8 

11 - 25 12 --- --- 72 III 165 3 /8 435 3 /8 

11 - 25 16 32 I 32 I 220 3 /8 340 3 /8 

11 - 25 16 --- --- 48 II 220 3/8 400 3/8 

11 - 25 16 --- --- 80 III 220 3 /8 520 3 /8 

11 - 25 20 20 I 20 I 275 3 /8 350 3 /8 

11 - 25 20 40 II 40 II 275 3/8 425 3/8 

11 - 25 20 --- --- 80 III 275 3 /8 575 3 /8 

11 - 25 24 24 I 24 I 330 3/8 420 3/8 

11 - 25 24 --- --- 48 II 330 3 /8 510 3 /8 

11 - 25 24 --- --- 72 III 330 3/8 600 3/8 

26 - 50 6 12 I 12 I 165 3 /8 255 3 /8 

26 - 50 6 24 II 24 II 165 3/8 345 3/8 

26 - 50 6 36 III 42 III 165 3 /8 480 3 /8 

26 - 50 6 --- --- 60 IV 165 3/8 615 1/2 

26 - 50 6 --- --- 78 V 165 3 /8 750 1 /2 

26 - 50 8 16 I 16 I 220 3/8 340 3/8 

26 - 50 8 24 II 24 II 220 3 /8 400 3 /8 

26 - 50 8 40 III 40 III 220 3/8 520 3/8 

26 - 50 8 --- --- 56 IV 220 3 /8 640 1 /2 

26 - 50 8 --- --- 80 V 220 3/8 820 1/2 







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Connection 



26 - 50 10 10 I 10 I 275 3 /8 350 3 /8 

26 - 50 10 20 II 20 II 275 3 /8 425 3 /8 

26 - 50 10 40 III 40 III 275 3 /8 575 3 /8 

26 - 50 10 --- --- 60 IV 275 3 /8 725 1 /2 

26 - 50 10 --- --- 80 V 275 3 /8 875 1 /2 

26 - 50 12 12 I 12 I 330 3/8 420 3/8 

26 - 50 12 24 II 24 II 330 3 /8 510 3 /8 

26 - 50 12 36 III 36 III 330 3/8 600 3/8 

26 - 50 12 --- --- 60 IV 330 3 /8 780 1 /2 

26 - 50 12 --- --- 72 V 330 3/8 870 1/2 

26 - 50 16 16 I 16 I 440 3 /8 560 3 /8 

26 - 50 16 32 III 32 III 440 3/8 680 1/2 

26 - 50 16 --- --- 48 IV 440 3 /8 800 1 /2 

26 - 50 16 --- --- 80 V 440 3/8 1040 1/2 

26 - 50 20 20 II 20 II 550 3 /8 700 1 /2 

26 - 50 20 40 III 40 III 550 3/8 850 1/2 

26 - 50 20 --- --- 60 IV 550 3 /8 1000 1 /2 

26 - 50 20 --- --- 80 V 550 3/8 1150 5/8 

26 - 50 24 24 II 24 II 660 1 /2 840 1 /2 

26 - 50 24 --- --- 48 IV 660 1 /2 1020 1 /2 

26 - 50 24 --- --- 72 V 660 1 /2 1200 5 /8 

51 - 75 6 6 I 6 I 248 3 /8 315 3 /8 

51 - 75 6 18 II 18 II 248 3/8 450 3/8 

51 - 75 6 24 III 24 III 248 3 /8 517 3 /8 

51 - 75 6 36 IV 42 IV 248 3/8 720 1/2 

51 - 75 6 --- --- 60 IV 248 3 /8 922 1 /2 

51 - 75 8 8 I 8 I 330 3/8 420 3/8 

51 - 75 8 16 II 16 II 330 3 /8 510 3 /8 

51 - 75 8 24 III 24 III 330 3/8 600 3/8 

51 - 75 8 40 IV 40 IV 330 3 /8 780 1 /2 

51 - 75 8 --- --- 56 IV 330 3/8 960 1/2 

51 - 75 10 10 I 10 I 413 3 /8 525 3 /8 

51 - 75 10 20 III 20 III 413 3/8 637 1/2 

51 - 75 10 40 IV 40 IV 413 3 /8 862 1 /2 

51 - 75 10 --- --- 60 V 413 3/8 1087 1/2 

51 - 75 12 12 II 12 II 495 3 /8 630 1 /2 

51 - 75 12 24 III 24 III 495 3 /8 765 1 /2 

51 - 75 12 36 IV 36 IV 495 3 /8 900 1 /2 

51 - 75 12 --- --- 60 V 495 3 /8 1170 5 /8 







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51 - 75 16 16 II 16 II 660 3 /8 840 1 /2 

51 - 75 16 32 IV 32 IV 660 3/8 1020 1/2 

51 - 75 16 --- --- 48 V 660 3 /8 1200 5 /8 

51 - 75 20 20 III 20 III 825 1/2 1050 1/2 

51 - 75 20 40 IV 40 IV 825 1 /2 1275 5 /8 

51 - 75 20 --- --- 60 V 825 1/2 1500 5/8 

51 - 75 24 24 III 24 III 990 1 /2 1260 5 /8 

51 - 75 24 --- --- 48 V 990 1/2 1530 5/8 

76 - 100 6 6 I 6 I 330 3 /8 420 3 /8 

76 - 100 6 12 II 12 II 330 3 /8 570 3 /8 

76 - 100 6 18 III 18 III 330 3 /8 600 3 /8 

76 - 100 6 30 IV 30 IV 330 3 /8 780 1 /2 

76 - 100 6 36 V 42 V 330 3 /8 960 1 /2 

76 - 100 8 8 I 8 I 440 3/8 560 3/8 

76 - 100 8 16 III 16 III 440 3 /8 680 1 /2 

76 - 100 8 24 IV 24 IV 440 3/8 800 1/2 

76 - 100 8 40 V 40 V 440 3 /8 1040 1 /2 

76 - 100 10 10 II 10 II 550 3 /8 700 1 /2 

76 - 100 10 20 III 20 III 550 3/8 850 1/2 

76 - 100 10 30 IV 30 IV 550 3 /8 1000 1 /2 

76 - 100 10 40 V 40 V 550 3/8 1150 5/8 

76 - 100 12 12 II 12 II 660 3/8 840 1/2 

76 - 100 12 24 IV 24 IV 660 3 /8 1020 1 /2 

76 - 100 12 36 V 36 V 660 3/8 1200 5/8 

76 - 100 16 16 III 16 III 880 1 /2 1120 1 /2 

76 - 100 16 32 V 32 V 880 1/2 1360 5/8 

76 - 100 20 20 III 20 III 1100 1/2 1400 5/8 

76 - 100 20 40 V 40 V 1100 1 /2 1700 5 /8 

76 - 100 24 24 IV 24 IV 1320 5 /8 1680 5 /8 

101 - 150 6 6 II 6 II 495 3/8 630 3/8 

101 - 150 6 12 III 12 III 495 3 /8 765 1 /2 

101 - 150 6 18 IV 18 IV 495 3/8 900 1/2 

101 - 150 6 30 V 30 V 495 3 /8 1170 1 /2 

101 - 150 8 8 II 8 II 660 3 /8 840 1 /2 

101 - 150 8 16 IV 16 IV 660 3 /8 1020 1 /2 

101 - 150 8 24 V 24 V 660 3 /8 1200 5 /8 







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Connection 



101 - 150 10 10 III 10 III 825 1 /2 1050 1 /2 

101 - 150 10 20 IV 20 IV 825 1 /2 1275 5 /8 

101 - 150 10 30 V 30 V 825 1 /2 1500 5 /8 

101 - 150 12 12 III 12 III 990 1/2 1260 5/8 

101 - 150 12 24 V 24 V 990 1 /2 1530 5 /8 

101 - 150 16 16 IV 16 IV 1320 5/8 1680 5/8 

101 - 150 20 20 IV 20 IV 1650 5 /8 2100 3 /4 

101 - 150 24 24 V 24 V 1980 3 /4 2520 3 /4 

151 - 200 6 6 II 6 II 660 1 /2 840 1 /2 

151 - 200 6 12 IV 12 IV 660 1 /2 1020 1 /2 

151 - 200 6 18 V 18 V 660 1 /2 1200 5 /8 

151 - 200 8 8 III 8 III 880 1 /2 1120 1 /2 

151 - 200 8 16 V 16 V 880 1/2 1360 5/8 

151 - 200 10 10 III 10 III 1100 1 /2 1400 5 /8 

151 - 200 10 20 V 20 V 1100 1/2 1700 5/8 

151 - 200 12 12 IV 12 IV 1320 5 /8 1680 5 /8 

151 - 200 16 16 V 16 V 1760 5 /8 2240 3 /4 

151 - 200 20 20 V 20 V 2200 3/4 2800 7/8 






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Connection 



0 - 10 6 36 I 78 I 33 3 /8 150 3 /8 

0 - 10 8 40 I 80 I 44 3 /8 164 3 /8 

0 - 10 10 40 I 80 I 55 3 /8 175 3 /8 

0 - 10 12 36 I 72 I 66 3/8 174 3/8 

0 - 10 16 32 I 80 I 88 3/8 208 3/8 

0 - 10 20 40 I 80 I 110 3/8 230 3/8 

0 - 10 24 24 I 72 I 132 3 /8 240 3 /8 

11 - 25 6 12 I 30 I 83 3 /8 195 3 /8 

11 - 25 6 24 II 54 II 83 3 /8 285 3 /8 

11 - 25 6 36 III 78 III 83 3/8 375 3/8 

11 - 25 8 16 I 32 I 110 3/8 230 3/8 

11 - 25 8 24 II 56 II 110 3 /8 320 3 /8 

11 - 25 8 40 III 80 III 110 3 /8 410 3 /8 

11 - 25 10 10 I 30 I 138 3 /8 250 3 /8 

11 - 25 10 20 II 50 II 138 3/8 325 3/8 

11 - 25 10 40 III 80 III 138 3 /8 437 3 /8 

11 - 25 12 12 I 24 I 165 3/8 255 3/8 

11 - 25 12 24 II 48 II 165 3 /8 345 3 /8 

11 - 25 12 36 III 72 III 165 3/8 435 3/8 

11 - 25 16 16 I 32 I 220 3/8 340 3/8 

11 - 25 16 --- --- 48 II 220 3/8 400 3/8 

11 - 25 16 32 III 80 III 220 3 /8 520 3 /8 

11 - 25 20 --- --- 20 I 275 3 /8 350 3 /8 

11 - 25 20 20 II 40 II 275 3/8 425 3/8 

11 - 25 20 40 III 80 III 275 3/8 575 3/8 

11 - 25 24 --- --- 24 I 330 3/8 420 3/8 

11 - 25 24 24 II 48 II 330 3 /8 510 3 /8 

11 - 25 24 --- --- 72 III 330 3/8 600 3/8 

26 - 50 6 6 I 12 I 165 3 /8 255 3 /8 

26 - 50 6 12 II 24 II 165 3/8 345 3/8 

26 - 50 6 18 III 42 III 165 3/8 480 3/8 

26 - 50 6 30 IV 60 IV 165 3 /8 615 1 /2 

26 - 50 6 36 V 78 V 165 3/8 750 1/2 

26 - 50 8 8 I 16 I 220 3/8 340 3/8 

26 - 50 8 --- --- 24 II 220 3/8 400 3/8 

26 - 50 8 16 III 40 III 220 3 /8 520 3 /8 

26 - 50 8 24 IV 56 IV 220 3/8 640 1/2 

26 - 50 8 40 V 80 V 220 3 /8 820 1 /2 

26 - 50 10 --- --- 10 I 275 3/8 350 3/8 

26 - 50 10 10 II 20 II 275 3 /8 425 3 /8 

26 - 50 10 20 III 40 III 275 3/8 575 3/8 

26 - 50 10 30 IV 60 IV 275 3 /8 725 1 /2 

26 - 50 10 40 V 80 V 275 3 /8 875 1 /2 

26 - 50 (W t ) continued on next page. * See note 2 on page 17. See page 145 for footnotes. 




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Connection 



26 - 50 12 --- --- 12 I 330 3/8 420 3/8 

26 - 50 12 12 II 24 II 330 3 /8 510 3 /8 

26 - 50 12 --- --- 36 III 330 3 /8 600 3 /8 

26 - 50 12 24 IV 60 IV 330 3/8 780 1/2 

26 - 50 12 36 V 72 V 330 3 /8 870 1 /2 

26 - 50 16 --- --- 16 I 440 3 /8 560 3 /8 

26 - 50 16 16 III 32 III 440 3 /8 680 1 /2 

26 - 50 16 --- --- 48 IV 440 3/8 800 1/2 

26 - 50 16 32 V 80 V 440 3 /8 1040 1 /2 

26 - 50 20 --- --- 20 II 550 3 /8 700 1 /2 

26 - 50 20 20 III 40 III 550 3/8 850 1/2 

26 - 50 20 --- --- 60 IV 550 3 /8 1000 1 /2 

26 - 50 20 40 V 80 V 550 3 /8 1150 1 /2 

26 - 50 24 --- --- 24 II 660 1 /2 840 1 /2 

26 - 50 24 24 IV 48 IV 660 1/2 1020 1/2 

26 - 50 24 --- --- 72 V 660 1 /2 1200 5 /8 

51 - 75 6 --- --- 6 I 248 3/8 315 3/8 

51 - 75 6 6 II 18 II 248 3 /8 450 3 /8 

51 - 75 6 12 III 24 III 248 3/8 517 3/8 

51 - 75 6 18 IV 42 IV 248 3 /8 720 1 /2 

51 - 75 6 30 V 60 V 248 3 /8 922 1 /2 

51 - 75 8 --- --- 8 I 330 3 /8 420 3 /8 

51 - 75 8 8 II 16 II 330 3/8 510 3/8 

51 - 75 8 --- --- 24 III 330 3 /8 600 3 /8 

51 - 75 8 16 IV 40 IV 330 3/8 780 1/2 

51 - 75 8 24 V 56 V 330 3 /8 960 1 /2 

51 - 75 10 --- --- 10 I 413 3 /8 525 3 /8 

51 - 75 10 10 III 20 III 413 3 /8 637 1 /2 

51 - 75 10 20 IV 40 IV 413 3/8 862 1/2 

51 - 75 10 30 V 60 V 413 3 /8 1087 1 /2 

51 - 75 12 --- --- 12 II 495 3 /8 630 1 /2 

51 - 75 12 12 III 24 III 495 3/8 765 1/2 

51 - 75 12 --- --- 36 IV 495 3 /8 900 1 /2 

51 - 75 12 24 V 60 V 495 3 /8 1170 1 /2 

51 - 75 16 --- --- 16 II 660 1/2 840 1/2 

51 - 75 16 16 IV 32 IV 660 1 /2 1020 1 /2 

51 - 75 16 --- --- 48 V 660 1 /2 1200 5 /8 

51 - 75 20 --- --- 20 III 825 1 /2 1050 1 /2 

51 - 75 20 20 IV 40 IV 825 1 /2 1275 5 /8 

51 - 75 20 --- --- 60 V 825 1 /2 1500 5 /8 

51 - 75 24 --- --- 24 III 990 1/2 1260 5/8 

51 - 75 24 24 V 48 V 990 1 /2 1530 5 /8 






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0 - 10 6 36 I 54 I 35 3 /8 156 3 /8 

0 - 10 6 --- --- 78 II 35 3/8 210 3/8 

0 - 10 8 40 I 48 I 46 3/8 154 3/8 

0 - 10 8 --- --- 80 II 46 3 /8 226 3 /8 

0 - 10 10 40 I 50 I 58 3 /8 170 3 /8 

0 - 10 10 --- --- 80 II 58 3/8 237 3/8 

0 - 10 12 36 I 48 I 69 3 /8 177 3 /8 

0 - 10 12 --- --- 72 II 69 3 /8 231 3 /8 

0 - 10 16 32 I 48 I 92 3/8 200 3/8 

0 - 10 16 --- --- 80 II 92 3 /8 272 3 /8 

0 - 10 20 40 I 40 I 115 3 /8 205 3 /8 

0 - 10 20 --- --- 80 II 115 3/8 295 3/8 

0 - 10 24 24 I 48 I 138 3/8 246 3/8 

0 - 10 24 --- --- 72 II 138 3 /8 300 3 /8 

11 - 25 6 18 I 18 I 87 3 /8 187 3 /8 

11 - 25 6 36 II 36 II 87 3 /8 289 3 /8 

11 - 25 6 --- --- 54 III 87 3 /8 390 1 /2 

11 - 25 6 --- --- 78 IV 87 3 /8 525 1 /2 

11 - 25 8 16 I 16 I 115 3/8 205 3/8 

11 - 25 8 32 II 32 II 115 3 /8 295 3 /8 

11 - 25 8 40 III 56 III 115 3/8 430 1/2 

11 - 25 8 --- --- 80 IV 115 3 /8 565 1 /2 

11 - 25 10 20 I 20 I 144 3 /8 256 3 /8 

11 - 25 10 30 II 30 II 144 3/8 312 3/8 

11 - 25 10 40 III 50 III 144 3 /8 425 1 /2 

11 - 25 10 --- --- 80 IV 144 3/8 594 1/2 

11 - 25 12 12 I 12 I 173 3/8 240 3/8 

11 - 25 12 36 II 36 II 173 3 /8 375 3 /8 

11 - 25 12 --- --- 48 III 173 3/8 442 3/8 

11 - 25 12 --- --- 72 IV 173 3 /8 577 3 /8 

11 - 25 16 16 I 16 I 230 3 /8 320 3 /8 

11 - 25 16 32 II 32 II 230 3 /8 410 3 /8 

11 - 25 16 --- --- 48 III 230 3 /8 500 3 /8 

11 - 25 16 --- --- 80 IV 230 3 /8 680 1 /2 

11 - 25 20 20 I 20 I 288 3 /8 400 3 /8 

11 - 25 20 40 III 40 III 288 3/8 512 3/8 

11 - 25 20 --- --- 80 IV 288 3 /8 737 1 /2 

11 - 25 24 24 II 24 II 345 3 /8 480 3 /8 

11 - 25 24 --- --- 48 III 345 3/8 615 1/2 

11 - 25 24 --- --- 72 IV 345 3 /8 750 1 /2 




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Connection 



26 - 50 6 6 I 6 I 173 3 /8 240 3 /8 

26 - 50 6 18 II 18 II 173 3 /8 375 3 /8 

26 - 50 6 24 III 24 III 173 3 /8 442 3 /8 

26 - 50 6 36 IV 42 IV 173 3 /8 645 1 /2 

26 - 50 6 --- --- 60 V 173 3 /8 847 5 /8 

26 - 50 8 8 I 8 I 230 3/8 320 3/8 

26 - 50 8 16 II 16 II 230 3 /8 410 3 /8 

26 - 50 8 24 III 24 III 230 3/8 500 3/8 

26 - 50 8 40 IV 40 IV 230 3 /8 680 1 /2 

26 - 50 8 --- --- 56 V 230 3/8 860 1/2 

26 - 50 10 10 I 10 I 288 3 /8 400 3 /8 

26 - 50 10 20 III 20 III 288 3/8 512 3/8 

26 - 50 10 40 IV 40 IV 288 3 /8 737 1 /2 

26 - 50 10 --- --- 60 V 288 3/8 962 1/2 

26 - 50 12 12 II 12 II 345 3 /8 480 3 /8 

26 - 50 12 24 III 24 III 345 3/8 615 1/2 

26 - 50 12 36 IV 36 IV 345 3 /8 750 1 /2 

26 - 50 12 --- --- 60 V 345 3/8 1020 1/2 

26 - 50 16 16 II 16 II 460 3 /8 640 1 /2 

26 - 50 16 32 IV 32 IV 460 3 /8 820 1 /2 

26 - 50 16 --- --- 48 V 460 3 /8 1000 1 /2 

26 - 50 20 20 III 20 III 575 3 /8 800 1 /2 

26 - 50 20 40 IV 40 IV 575 3/8 1025 1/2 

26 - 50 20 --- --- 60 V 575 3 /8 1250 5 /8 

26 - 50 24 24 III 24 III 690 3/8 960 1/2 

26 - 50 24 --- --- 48 V 690 3 /8 1230 5 /8 

51 - 75 6 6 I 6 I 259 3/8 360 3/8 

51 - 75 6 12 II 12 II 259 3 /8 461 3 /8 

51 - 75 6 18 III 18 III 259 3/8 562 3/8 

51 - 75 6 24 IV 24 IV 259 3 /8 664 1 /2 

51 - 75 6 36 V 36 V 259 3/8 866 1/2 

51 - 75 8 8 II 8 II 345 3 /8 480 3 /8 

51 - 75 8 16 III 16 III 345 3 /8 615 1 /2 

51 - 75 8 24 IV 24 IV 345 3 /8 750 1 /2 

51 - 75 8 40 V 40 V 345 3 /8 1020 1 /2 

51 - 75 10 10 II 10 II 431 3/8 600 3/8 

51 - 75 10 20 IV 20 IV 431 3 /8 769 1 /2 

51 - 75 10 40 V 40 V 431 3/8 1106 1/2 







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51 - 75 12 12 II 12 II 518 3 /8 720 1 /2 

51 - 75 12 24 IV 24 IV 518 3/8 922 1/2 

51 - 75 12 36 V 36 V 518 3 /8 1125 1 /2 

51 - 75 16 16 III 16 III 690 1/2 960 1/2 

51 - 75 16 32 V 32 V 690 1 /2 1230 5 /8 

51 - 75 20 20 IV 20 IV 863 1/2 1200 5/8 

51 - 75 20 40 V 40 V 863 1 /2 1537 5 /8 

51 - 75 24 24 IV 24 IV 1035 1 /2 1440 5 /8 

76 - 100 6 6 II 6 II 345 3/8 480 3/8 

76 - 100 6 12 III 12 III 345 3 /8 615 1 /2 

76 - 100 6 18 IV 18 IV 345 3/8 750 1/2 

76 - 100 6 30 V 30 V 345 3 /8 1020 1 /2 

76 - 100 8 8 II 8 II 460 3 /8 640 1 /2 

76 - 100 8 16 IV 16 IV 460 3/8 820 1/2 

76 - 100 8 24 V 24 V 460 3 /8 1000 1 /2 

76 - 100 10 10 III 10 III 575 3 /8 800 1 /2 

76 - 100 10 20 IV 20 IV 575 3/8 1025 1/2 

76 - 100 10 30 V 30 V 575 3 /8 1250 5 /8 

76 - 100 12 12 III 12 III 690 1 /2 960 1 /2 

76 - 100 12 24 V 24 V 690 1 /2 1230 5 /8 

76 - 100 16 16 IV 16 IV 920 1 /2 1280 5 /8 

76 - 100 20 20 IV 20 IV 1150 5 /8 1600 5 /8 

101 - 150 6 6 II 6 II 518 3/8 720 1/2 

101 - 150 6 12 IV 12 IV 518 3 /8 922 1 /2 

101 - 150 6 18 V 18 V 518 3/8 1125 1/2 

101 - 150 8 8 III 8 III 690 1 /2 960 1 /2 

101 - 150 8 16 V 16 V 690 1 /2 1230 5 /8 

101 - 150 10 10 IV 10 IV 863 1/2 1200 5/8 

101 - 150 10 20 V 20 V 863 1 /2 1537 5 /8 

101 - 150 12 12 IV 12 IV 1035 1 /2 1440 5 /8 

151 - 200 6 6 III 6 III 690 1/2 960 1/2 

151 - 200 6 12 V 12 V 690 1 /2 1230 5 /8 

151 - 200 8 8 IV 8 IV 920 1 /2 1280 5 /8 

151 - 200 10 10 IV 10 IV 1150 5/8 1600 5/8 

151 - 200 12 12 V 12 V 1380 5/8 1920 3/4 






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Connection 



0 - 10 6 24 I 54 I 35 3/8 156 3/8 

0 - 10 6 36 II 78 II 35 3 /8 210 3 /8 

0 - 10 8 24 I 48 I 46 3 /8 154 3 /8 

0 - 10 8 40 II 80 II 46 3/8 226 3/8 

0 - 10 10 20 I 50 I 58 3 /8 170 3 /8 

0 - 10 10 40 II 80 II 58 3 /8 237 3 /8 

0 - 10 12 24 I 48 I 69 3/8 177 3/8 

0 - 10 12 36 II 72 II 69 3 /8 231 3 /8 

0 - 10 16 16 I 48 I 92 3 /8 200 3 /8 

0 - 10 16 32 II 80 II 92 3/8 272 3/8 

0 - 10 20 20 I 40 I 115 3/8 205 3/8 

0 - 10 20 40 II 80 II 115 3 /8 295 3 /8 

0 - 10 24 24 I 48 I 138 3/8 246 3/8 

0 - 10 24 --- --- 72 II 138 3 /8 300 3 /8 

11 - 25 6 6 I 18 I 87 3/8 187 3/8 

11 - 25 6 18 II 36 II 87 3 /8 289 3 /8 

11 - 25 6 24 III 54 III 87 3/8 390 3/8 

11 - 25 6 36 IV 78 IV 87 3 /8 525 1 /2 

11 - 25 8 8 I 16 I 115 3 /8 205 3 /8 

11 - 25 8 16 II 32 II 115 3/8 295 3/8 

11 - 25 8 24 III 56 III 115 3 /8 430 3 /8 

11 - 25 8 40 IV 80 IV 115 3/8 565 1/2 

11 - 25 10 10 I 20 I 144 3/8 256 3/8 

11 - 25 10 --- --- 30 II 144 3 /8 312 3 /8 

11 - 25 10 20 III 50 III 144 3/8 425 3/8 

11 - 25 10 40 IV 80 IV 144 3 /8 594 1 /2 

11 - 25 12 --- --- 12 I 173 3/8 240 3/8 

11 - 25 12 12 II 36 II 173 3 /8 375 3 /8 

11 - 25 12 24 III 48 III 173 3/8 442 3/8 

11 - 25 12 36 IV 72 IV 173 3 /8 577 3 /8 

11 - 25 16 --- --- 16 I 230 3 /8 320 3 /8 

11 - 25 16 16 II 32 II 230 3/8 410 3/8 

11 - 25 16 --- --- 48 III 230 3 /8 500 3 /8 

11 - 25 16 32 IV 80 IV 230 3/8 680 1/2 

11 - 25 20 --- --- 20 I 288 3/8 400 3/8 

11 - 25 20 20 III 40 III 288 3 /8 512 3 /8 

11 - 25 20 40 IV 80 IV 288 3/8 737 1/2 

11 - 25 24 --- --- 24 II 345 3/8 480 3/8 

11 - 25 24 24 III 48 III 345 3 /8 615 1 /2 

11 - 25 24 --- --- 72 IV 345 3/8 750 1/2 




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Connection 



26 - 50 6 --- --- 6 I 173 3 /8 240 3 /8 

26 - 50 6 6 II 18 II 173 3/8 375 3/8 

26 - 50 6 12 III 24 III 173 3 /8 442 3 /8 

26 - 50 6 18 IV 42 IV 173 3/8 645 1/2 

26 - 50 6 30 V 60 V 173 3 /8 847 5 /8 

26 - 50 8 --- --- 8 I 230 3/8 320 3/8 

26 - 50 8 8 II 16 II 230 3 /8 410 3 /8 

26 - 50 8 --- --- 24 III 230 3/8 500 3/8 

26 - 50 8 16 IV 40 IV 230 3 /8 680 1 /2 

26 - 50 8 24 V 56 V 230 3/8 860 1/2 

26 - 50 10 --- --- 10 I 288 3 /8 400 3 /8 

26 - 50 10 10 III 20 III 288 3 /8 512 3 /8 

26 - 50 10 20 IV 40 IV 288 3 /8 737 1 /2 

26 - 50 10 30 V 60 V 288 3 /8 962 1 /2 

26 - 50 12 --- --- 12 II 345 3/8 480 3/8 

26 - 50 12 12 III 24 III 345 3 /8 615 1 /2 

26 - 50 12 --- --- 36 IV 345 3/8 750 1/2 

26 - 50 12 24 V 60 V 345 3 /8 1020 1 /2 

26 - 50 16 --- --- 16 II 460 3/8 640 1/2 

26 - 50 16 16 IV 32 IV 460 3 /8 820 1 /2 

26 - 50 16 --- --- 48 V 460 3/8 1000 1/2 

26 - 50 20 --- --- 20 III 575 3 /8 800 1 /2 

26 - 50 20 20 IV 40 IV 575 3/8 1025 1/2 

26 - 50 20 --- --- 60 V 575 3 /8 1250 5 /8 

26 - 50 24 --- --- 24 III 690 1 /2 960 1 /2 

26 - 50 24 24 V 48 V 690 1 /2 1230 5 /8 

51 - 75 6 --- --- 6 I 259 3 /8 360 3 /8 

51 - 75 6 6 II 12 II 259 3/8 461 3/8 

51 - 75 6 --- --- 18 III 259 3 /8 562 3 /8 

51 - 75 6 12 IV 24 IV 259 3/8 664 1/2 

51 - 75 6 18 V 36 V 259 3 /8 866 1 /2 

51 - 75 8 --- --- 8 II 345 3/8 480 3/8 

51 - 75 8 8 III 16 III 345 3 /8 615 1 /2 

51 - 75 8 --- --- 24 IV 345 3/8 750 1/2 

51 - 75 8 16 V 40 V 345 3 /8 1020 1 /2 

51 - 75 10 --- --- 10 II 432 3/8 600 3/8 

51 - 75 10 10 IV 20 IV 432 3 /8 769 1 /2 

51 - 75 10 20 V 40 V 432 3/8 1106 1/2 







Phone: 800-851-7415 

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Connection 



51 - 75 12 --- --- 12 II 518 3/8 720 1/2 

51 - 75 12 12 IV 24 IV 518 3 /8 922 1 /2 

51 - 75 12 --- --- 36 V 518 3/8 1125 1/2 

51 - 75 16 --- --- 16 III 690 3 /8 960 1 /2 

51 - 75 16 16 V 32 V 690 3/8 1230 5/8 

51 - 75 20 --- --- 20 IV 863 1 /2 1200 1 /2 

51 - 75 20 20 V 40 V 863 1 /2 1537 5 /8 






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0 - 10 6 36 I 48 I 35 3 /8 155 3 /8 

0 - 10 6 --- --- 78 II 35 3/8 230 3/8 

0 - 10 8 40 I 48 I 47 3 /8 167 3 /8 

0 - 10 8 --- --- 80 II 47 3 /8 247 3 /8 

0 - 10 10 40 I 40 I 59 3/8 158 3/8 

0 - 10 10 --- --- 80 II 59 3 /8 258 3 /8 

0 - 10 12 36 I 48 I 70 3 /8 190 3 /8 

0 - 10 12 --- --- 72 II 70 3/8 250 3/8 

0 - 10 16 32 I 48 I 94 3 /8 213 3 /8 

0 - 10 16 --- --- 80 II 94 3 /8 293 3 /8 

0 - 10 20 40 I 40 I 117 3/8 217 3/8 

0 - 10 20 --- --- 80 II 117 3 /8 317 3 /8 

0 - 10 24 24 I 48 I 140 3 /8 260 3 /8 

0 - 10 24 --- --- 72 II 140 3/8 320 3/8 

11 - 25 6 18 I 18 I 88 3/8 200 3/8 

11 - 25 6 30 II 30 II 88 3 /8 275 3 /8 

11 - 25 6 36 III 48 III 88 3/8 387 3/8 

11 - 25 6 --- --- 72 IV 88 3 /8 537 1 /2 

11 - 25 6 --- --- 78 V 88 3/8 575 1/2 

11 - 25 8 16 I 16 I 117 3 /8 217 3 /8 

11 - 25 8 32 II 32 II 117 3 /8 317 3 /8 

11 - 25 8 40 III 48 III 117 3 /8 417 3 /8 

11 - 25 8 --- --- 72 IV 117 3 /8 567 1 /2 

11 - 25 8 --- --- 80 V 117 3 /8 617 1 /2 

11 - 25 10 10 I 10 I 146 3 /8 208 3 /8 

11 - 25 10 30 II 30 II 146 3/8 333 3/8 

11 - 25 10 40 III 50 III 146 3 /8 458 3 /8 

11 - 25 10 --- --- 70 IV 146 3/8 583 1/2 

11 - 25 10 --- --- 80 V 146 3 /8 646 1 /2 

11 - 25 12 12 I 12 I 175 3 /8 250 3 /8 

11 - 25 12 24 II 24 II 175 3/8 325 3/8 

11 - 25 12 36 III 48 III 175 3 /8 475 3 /8 

11 - 25 12 --- --- 72 IV 175 3/8 625 1/2 

11 - 25 16 16 I 16 I 233 3/8 333 3/8 

11 - 25 16 32 II 32 II 233 3 /8 433 3 /8 

11 - 25 16 --- --- 48 III 233 3/8 533 3/8 

11 - 25 16 --- --- 64 IV 233 3 /8 633 1 /2 

11 - 25 16 --- --- 80 V 233 3/8 733 1/2 







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11 - 25 20 20 II 20 II 292 3 /8 417 3 /8 

11 - 25 20 40 III 40 III 292 3 /8 542 3 /8 

11 - 25 20 --- --- 60 IV 292 3 /8 667 1 /2 

11 - 25 20 --- --- 80 V 292 3 /8 792 1 /2 

11 - 25 24 24 II 24 II 350 3/8 500 3/8 

11 - 25 24 --- --- 48 III 350 3 /8 650 1 /2 

11 - 25 24 --- --- 72 IV 350 3/8 800 1/2 

26 - 50 6 6 I 6 I 175 3 /8 250 3 /8 

26 - 50 6 12 II 12 II 175 3 /8 325 3 /8 

26 - 50 6 24 III 24 III 175 3 /8 475 3 /8 

26 - 50 6 36 IV 36 IV 175 3 /8 625 1 /2 

26 - 50 6 --- --- 54 V 175 3 /8 850 5 /8 

26 - 50 8 8 I 8 I 234 3/8 333 3/8 

26 - 50 8 16 II 16 II 234 3 /8 433 3 /8 

26 - 50 8 24 III 24 III 234 3/8 533 3/8 

26 - 50 8 32 IV 32 IV 234 3 /8 633 1 /2 

26 - 50 8 40 V 48 V 234 3/8 833 1/2 

26 - 50 10 10 II 10 II 292 3 /8 417 3 /8 

26 - 50 10 20 III 20 III 292 3/8 542 3/8 

26 - 50 10 30 IV 30 IV 292 3 /8 667 1 /2 

26 - 50 10 40 V 50 V 292 3/8 917 1/2 

26 - 50 12 12 II 12 II 350 3 /8 500 3 /8 

26 - 50 12 24 III 24 III 350 3/8 650 1/2 

26 - 50 12 36 IV 36 IV 350 3 /8 800 1 /2 

26 - 50 12 --- --- 48 V 350 3/8 950 1/2 

26 - 50 16 16 II 16 II 467 3 /8 667 1 /2 

26 - 50 16 32 IV 32 IV 467 3 /8 867 1 /2 

26 - 50 16 --- --- 48 V 467 3 /8 1067 1 /2 

26 - 50 20 20 III 20 III 584 3 /8 833 1 /2 

26 - 50 20 40 V 40 V 584 3/8 1083 1/2 

26 - 50 24 24 III 24 III 700 1 /2 1000 1 /2 

26 - 50 24 --- --- 48 V 700 1/2 1300 5/8 

51 - 75 6 6 I 6 I 263 3/8 375 3/8 

51 - 75 6 12 III 12 III 263 3 /8 487 3 /8 

51 - 75 6 24 IV 24 IV 263 3/8 712 1/2 

51 - 75 6 36 V 36 V 263 3 /8 937 1 /2 

51 - 75 8 8 II 8 II 350 3 /8 500 3 /8 

51 - 75 8 16 III 16 III 350 3 /8 650 1 /2 

51 - 75 8 24 IV 24 IV 350 3 /8 800 1 /2 

51 - 75 8 32 V 32 V 350 3 /8 950 1 /2 


* See note 2 on page 17. See page 145 for footnotes. 




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51 - 75 10 10 II 10 II 438 3 /8 625 3 /8 

51 - 75 10 20 IV 20 IV 438 3/8 812 1/2 

51 - 75 10 30 V 30 V 438 3 /8 1000 1 /2 

51 - 75 12 12 III 12 III 525 3/8 750 1/2 

51 - 75 12 24 IV 24 IV 525 3 /8 975 1 /2 

51 - 75 12 36 V 36 V 525 3/8 1200 1/2 

51 - 75 16 16 III 16 III 700 1 /2 1000 1 /2 

51 - 75 16 32 V 32 V 700 1/2 1300 5/8 

51 - 75 20 20 IV 20 IV 875 1 /2 1250 1 /2 

51 - 75 24 24 IV 24 IV 1050 1 /2 1500 5 /8 

76 - 100 6 6 II 6 II 350 3 /8 500 3 /8 

76 - 100 6 12 III 12 III 350 3/8 650 1/2 

76 - 100 6 18 IV 18 IV 350 3 /8 800 1 /2 

76 - 100 6 24 V 24 V 350 3/8 950 1/2 

76 - 100 8 8 II 8 II 467 3/8 667 1/2 

76 - 100 8 16 IV 16 IV 467 3 /8 867 1 /2 

76 - 100 8 24 V 24 V 467 3/8 1067 1/2 

76 - 100 10 10 III 10 III 584 3 /8 833 1 /2 

76 - 100 10 20 V 20 V 584 3 /8 1083 1 /2 

76 - 100 12 12 III 12 III 700 1/2 1000 1/2 

76 - 100 12 24 V 24 V 700 1 /2 1300 5 /8 

76 - 100 16 16 IV 16 IV 934 1 /2 1333 5 /8 

76 - 100 20 20 V 20 V 1167 5 /8 1667 5 /8 

76 - 100 24 24 V 24 V 1400 5 /8 2000 3 /4 

101 - 150 6 6 III 6 III 525 3 /8 750 1 /2 

101 - 150 6 12 IV 12 IV 525 3/8 975 1/2 

101 - 150 6 18 V 18 V 525 3 /8 1200 1 /2 

101 - 150 8 8 III 8 III 700 1 /2 1000 1 /2 

101 - 150 8 16 V 16 V 700 1/2 1300 5/8 

101 - 150 10 10 IV 10 IV 875 1/2 1250 5/8 

101 - 150 12 12 IV 12 IV 1050 1 /2 1500 5 /8 

101 - 150 16 16 V 16 V 1400 5 /8 2000 3 /4 






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Connection 



151 - 200 6 6 III 6 III 700 1 /2 1000 1 /2 

151 - 200 6 12 V 12 V 700 1 /2 1300 5 /8 

151 - 200 8 8 IV 8 IV 934 1 /2 1333 5 /8 

151 - 200 10 10 V 10 V 1167 5/8 1667 5/8 

151 - 200 12 12 V 12 V 1400 5 /8 2000 3 /4 






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Connection 



0 - 10 6 24 I 48 I 35 3 /8 155 3 /8 

0 - 10 6 36 II 78 II 35 3/8 230 3/8 

0 - 10 8 24 I 48 I 47 3/8 167 3/8 

0 - 10 8 40 II 80 II 47 3 /8 247 3 /8 

0 - 10 10 20 I 40 I 59 3 /8 158 3 /8 

0 - 10 10 40 II 80 II 59 3 /8 258 3 /8 

0 - 10 12 24 I 48 I 70 3 /8 190 3 /8 

0 - 10 12 36 II 72 II 70 3/8 250 3/8 

0 - 10 16 16 I 48 I 94 3/8 213 3/8 

0 - 10 16 32 II 80 II 94 3 /8 293 3 /8 

0 - 10 20 20 I 40 I 117 3 /8 217 3 /8 

0 - 10 20 40 II 80 II 117 3/8 317 3/8 

0 - 10 24 24 I 48 I 140 3 /8 260 3 /8 

0 - 10 24 --- --- 72 II 140 3 /8 320 3 /8 

11 - 25 6 6 I 18 I 88 3 /8 200 3 /8 

11 - 25 6 12 II 30 II 88 3 /8 275 3 /8 

11 - 25 6 24 III 48 III 88 3/8 387 3/8 

11 - 25 6 36 IV 72 IV 88 3 /8 537 1 /2 

11 - 25 8 8 I 16 I 117 3 /8 217 3 /8 

11 - 25 8 16 II 32 II 117 3 /8 317 3 /8 

11 - 25 8 24 III 48 III 117 3/8 417 3/8 

11 - 25 8 32 IV 72 IV 117 3 /8 567 1 /2 

11 - 25 8 40 V 80 V 117 3/8 617 1/2 

11 - 25 10 --- --- 10 I 146 3 /8 208 3 /8 

11 - 25 10 10 II 30 II 146 3/8 333 3/8 

11 - 25 10 20 III 50 III 146 3 /8 458 3 /8 

11 - 25 10 30 IV 70 IV 146 3/8 583 1/2 

11 - 25 10 40 V 80 V 146 3 /8 646 1 /2 

11 - 25 12 --- --- 12 I 175 3/8 250 3/8 

11 - 25 12 12 II 24 II 175 3 /8 325 3 /8 

11 - 25 12 24 III 48 III 175 3/8 475 3/8 

11 - 25 12 36 IV 72 IV 175 3 /8 625 1 /2 

11 - 25 16 --- --- 16 I 234 3/8 333 3/8 

11 - 25 16 16 II 32 II 234 3 /8 433 3 /8 

11 - 25 16 --- --- 48 III 234 3/8 533 3/8 

11 - 25 16 32 IV 64 IV 234 3 /8 633 1 /2 

11 - 25 16 --- --- 80 V 234 3 /8 733 1 /2 

11 - 25 20 --- --- 20 II 292 3 /8 417 3 /8 

11 - 25 20 20 III 40 III 292 3/8 542 3/8 

11 - 25 20 --- --- 60 IV 292 3 /8 667 1 /2 

11 - 25 20 40 V 80 V 292 3 /8 792 1 /2 

11 - 25 24 --- --- 24 II 350 3 /8 500 3 /8 

11 - 25 24 24 III 48 III 350 3/8 650 1/2 

11 - 25 24 --- --- 72 IV 350 3 /8 800 1 /2 




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Connection 



26 - 50 6 --- --- 6 I 175 3/8 250 3/8 

26 - 50 6 6 II 12 II 175 3 /8 325 3 /8 

26 - 50 6 12 III 24 III 175 3 /8 475 3 /8 

26 - 50 6 18 IV 36 IV 175 3/8 625 1/2 

26 - 50 6 24 V 54 V 175 3 /8 850 5 /8 

26 - 50 8 --- --- 8 I 234 3 /8 333 3 /8 

26 - 50 8 8 II 16 II 234 3 /8 433 3 /8 

26 - 50 8 --- --- 24 III 234 3/8 533 3/8 

26 - 50 8 16 IV 32 IV 234 3 /8 633 1 /2 

26 - 50 8 24 V 48 V 234 3/8 833 1/2 

26 - 50 10 --- --- 10 II 292 3 /8 417 3 /8 

26 - 50 10 10 III 20 III 292 3/8 542 3/8 

26 - 50 10 --- --- 30 IV 292 3 /8 667 1 /2 

26 - 50 10 20 V 50 V 292 3/8 917 1/2 

26 - 50 12 --- --- 12 II 350 3 /8 500 3 /8 

26 - 50 12 12 III 24 III 350 3/8 650 1/2 

26 - 50 12 --- --- 36 IV 350 3 /8 800 1 /2 

26 - 50 12 24 V 48 V 350 3/8 950 1/2 

26 - 50 16 --- --- 16 II 467 3 /8 667 3 /8 

26 - 50 16 16 IV 32 IV 467 3/8 867 1/2 

26 - 50 16 --- --- 48 V 467 3 /8 1067 1 /2 

26 - 50 20 --- --- 20 III 583 3 /8 833 1 /2 

26 - 50 20 20 V 40 V 583 3/8 1083 1/2 

26 - 50 24 --- --- 24 III 700 3/8 1000 1/2 

26 - 50 24 24 V 48 V 700 3 /8 1300 5 /8 

51 - 75 6 --- --- 6 I 263 3/8 375 3/8 

51 - 75 6 6 III 12 III 263 3 /8 487 3 /8 

51 - 75 6 12 IV 24 IV 263 3 /8 712 1 /2 

51 - 75 6 18 V 36 V 263 3/8 937 1/2 

51 - 75 8 --- --- 8 II 350 3 /8 500 3 /8 

51 - 75 8 8 III 16 III 350 3 /8 650 1 /2 

51 - 75 8 --- --- 24 IV 350 3/8 800 1/2 

51 - 75 8 16 V 32 V 350 3 /8 950 1 /2 

51 - 75 10 --- --- 10 II 438 3 /8 625 1 /2 

51 - 75 10 10 IV 20 IV 438 3/8 812 1/2 

51 - 75 10 --- --- 30 V 438 3 /8 1000 1 /2 

51 - 75 12 --- --- 12 III 525 3 /8 750 1 /2 

51 - 75 12 12 IV 24 IV 525 3 /8 975 1 /2 

51 - 75 12 --- --- 36 V 525 3/8 1200 5/8 

51 - 75 16 --- --- 16 III 700 1 /2 1000 1 /2 

51 - 75 16 16 V 32 V 700 1 /2 1300 5 /8 






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0 - 10 6 30 I 30 I 38 3 /8 150 3 /8 

0 - 10 6 36 II 54 II 38 3 /8 240 3 /8 

0 - 10 6 --- --- 78 III 38 3 /8 330 1 /2 

0 - 10 8 32 I 32 I 50 3/8 170 3/8 

0 - 10 8 40 II 56 II 50 3 /8 260 3 /8 

0 - 10 8 --- --- 80 III 50 3/8 350 3/8 

0 - 10 10 30 I 30 I 63 3/8 175 3/8 

0 - 10 10 40 II 50 II 63 3 /8 250 3 /8 

0 - 10 10 --- --- 80 III 63 3/8 362 3/8 

0 - 10 12 24 I 24 I 75 3/8 165 3/8 

0 - 10 12 36 II 48 II 75 3 /8 255 3 /8 

0 - 10 12 --- --- 72 III 75 3/8 345 3/8 

0 - 10 16 32 I 32 I 100 3 /8 220 3 /8 

0 - 10 16 --- --- 48 II 100 3 /8 280 3 /8 

0 - 10 16 --- --- 80 III 100 3 /8 400 3 /8 

0 - 10 20 20 I 20 I 125 3 /8 200 3 /8 

0 - 10 20 40 II 40 II 125 3/8 275 3/8 

0 - 10 20 --- --- 80 III 125 3 /8 425 3 /8 

0 - 10 24 24 I 24 I 150 3 /8 240 3 /8 

0 - 10 24 --- --- 48 II 150 3/8 330 3/8 

0 - 10 24 --- --- 72 III 150 3 /8 420 3 /8 

11 - 25 6 12 I 12 I 94 3 /8 206 3 /8 

11 - 25 6 18 II 18 II 94 3/8 262 3/8 

11 - 25 6 30 III 30 III 94 3 /8 375 3 /8 

11 - 25 6 36 IV 48 IV 94 3/8 544 3/8 

11 - 25 6 --- --- 72 V 94 3 /8 769 1 /2 

11 - 25 8 8 I 8 I 125 3/8 200 3/8 

11 - 25 8 16 II 16 II 125 3 /8 275 3 /8 

11 - 25 8 32 III 32 III 125 3/8 425 3/8 

11 - 25 8 40 IV 48 IV 125 3 /8 575 3 /8 

11 - 25 8 --- --- 72 V 125 3/8 800 1/2 

11 - 25 10 10 I 10 I 157 3/8 250 3/8 

11 - 25 10 20 II 20 II 157 3 /8 344 3 /8 

11 - 25 10 30 III 30 III 157 3 /8 437 3 /8 

11 - 25 10 40 IV 50 IV 157 3 /8 625 1 /2 

11 - 25 10 --- --- 70 V 157 3 /8 812 1 /2 







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11 - 25 12 12 I 12 I 188 3 /8 300 3 /8 

11 - 25 12 24 III 24 III 188 3 /8 412 3 /8 

11 - 25 12 36 IV 48 IV 188 3 /8 637 1 /2 

11 - 25 12 --- --- 72 V 188 3 /8 862 1 /2 

11 - 25 16 16 II 16 II 250 3 /8 400 3 /8 

11 - 25 16 32 III 32 III 250 3/8 550 3/8 

11 - 25 16 --- --- 48 IV 250 3 /8 700 1 /2 

11 - 25 16 --- --- 64 V 250 3/8 850 1/2 

11 - 25 20 20 II 20 II 313 3 /8 500 3 /8 

11 - 25 20 40 IV 40 IV 313 3 /8 687 1 /2 

11 - 25 20 --- --- 60 V 313 3 /8 875 1 /2 

11 - 25 24 24 III 24 III 375 3 /8 600 3 /8 

11 - 25 24 --- --- 48 IV 375 3/8 825 1/2 

11 - 25 24 --- --- 72 V 375 3 /8 1050 1 /2 

26 - 50 6 6 I 6 I 188 3 /8 300 3 /8 

26 - 50 6 12 III 12 III 188 3 /8 412 3 /8 

26 - 50 6 24 IV 24 IV 188 3 /8 637 1 /2 

26 - 50 6 36 V 36 V 188 3 /8 862 5 /8 

26 - 50 8 8 II 8 II 250 3/8 400 3/8 

26 - 50 8 16 III 16 III 250 3 /8 550 3 /8 

26 - 50 8 24 IV 24 IV 250 3/8 700 1/2 

26 - 50 8 32 V 32 V 250 3 /8 850 1 /2 

26 - 50 10 10 II 10 II 313 3/8 500 3/8 

26 - 50 10 20 IV 20 IV 313 3 /8 687 1 /2 

26 - 50 10 30 V 30 V 313 3/8 875 1/2 

26 - 50 12 12 III 12 III 375 3 /8 600 3 /8 

26 - 50 12 24 IV 24 IV 375 3/8 825 1/2 

26 - 50 12 36 V 36 V 375 3 /8 1050 1 /2 

26 - 50 16 16 III 16 III 500 3 /8 800 1 /2 

26 - 50 16 32 V 32 V 500 3 /8 1100 1 /2 

26 - 50 20 20 IV 20 IV 625 3 /8 1000 1 /2 

26 - 50 24 24 IV 24 IV 750 3/8 1200 5/8 






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51 - 75 6 6 II 6 II 282 3 /8 450 3 /8 

51 - 75 6 12 IV 12 IV 282 3/8 619 1/2 

51 - 75 6 24 V 24 V 282 3 /8 956 1 /2 

51 - 75 8 8 III 8 III 375 3 /8 600 3 /8 

51 - 75 8 16 IV 16 IV 375 3/8 825 1/2 

51 - 75 8 24 V 24 V 375 3 /8 1050 1 /2 

51 - 75 10 10 III 10 III 469 3 /8 750 1 /2 

51 - 75 10 20 V 20 V 469 3/8 1031 1/2 

51 - 75 12 12 IV 12 IV 563 3/8 900 1/2 

51 - 75 12 24 V 24 V 563 3 /8 1237 5 /8 

51 - 75 16 16 IV 16 IV 750 1 /2 1200 5 /8 

51 - 75 20 20 V 20 V 938 1 /2 1500 5 /8 

51 - 75 24 24 V 24 V 1125 1 /2 1800 5 /8 

76 - 100 6 6 III 6 III 375 3 /8 600 3 /8 

76 - 100 6 12 IV 12 IV 375 3 /8 825 1 /2 

76 - 100 6 18 V 18 V 375 3 /8 1050 1 /2 

76 - 100 8 8 III 8 III 500 3/8 800 1/2 

76 - 100 8 16 V 16 V 500 3 /8 1100 1 /2 

76 - 100 10 10 IV 10 IV 625 1/2 1000 1/2 

76 - 100 12 12 IV 12 IV 750 1 /2 1200 5 /8 

76 - 100 16 16 V 16 V 1000 1 /2 1600 5 /8 






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101 - 150 6 6 IV 6 IV 563 3 /8 900 1 /2 

101 - 150 6 12 V 12 V 563 3 /8 1237 5 /8 

101 - 150 8 8 IV 8 IV 750 1 /2 1200 5 /8 

101 - 150 10 10 V 10 V 938 1/2 1500 5/8 

101 - 150 12 12 V 12 V 1125 1 /2 1800 5 /8 

151 - 200 6 6 IV 6 IV 750 1 /2 1200 5 /8 

151 - 200 8 8 V 8 V 1000 1/2 1600 5/8 






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Connection 



0 - 10 6 12 I 30 I 38 3/8 150 3/8 

0 - 10 6 24 II 54 II 38 3 /8 240 3 /8 

0 - 10 6 36 III 78 III 38 3/8 330 1/2 

0 - 10 8 16 I 32 I 50 3/8 170 3/8 

0 - 10 8 24 II 56 II 50 3 /8 260 3 /8 

0 - 10 8 40 III 80 III 50 3/8 350 3/8 

0 - 10 10 10 I 30 I 63 3/8 175 3/8 

0 - 10 10 20 II 50 II 63 3 /8 250 3 /8 

0 - 10 10 40 III 80 III 63 3/8 362 3/8 

0 - 10 12 12 I 24 I 75 3/8 165 3/8 

0 - 10 12 24 II 48 II 75 3 /8 255 3 /8 

0 - 10 12 36 III 72 III 75 3/8 345 3/8 

0 - 10 16 16 I 32 I 100 3/8 220 3/8 

0 - 10 16 --- --- 48 II 100 3 /8 280 3 /8 

0 - 10 16 32 III 80 III 100 3/8 400 3/8 

0 - 10 20 --- --- 20 I 125 3/8 200 3/8 

0 - 10 20 20 II 40 II 125 3 /8 275 3 /8 

0 - 10 20 40 III 80 III 125 3/8 425 3/8 

0 - 10 24 --- --- 24 I 150 3/8 240 3/8 

0 - 10 24 24 II 48 II 150 3 /8 330 3 /8 

0 - 10 24 --- --- 72 III 150 3 /8 420 3 /8 

11 - 25 6 6 I 12 I 94 3/8 206 3/8 

11 - 25 6 --- --- 18 II 94 3 /8 262 3 /8 

11 - 25 6 12 III 30 III 94 3/8 375 3/8 

11 - 25 6 24 IV 48 IV 94 3 /8 544 1 /2 

11 - 25 6 36 V 72 V 94 3/8 769 5/8 

11 - 25 8 --- --- 8 I 125 3/8 200 3/8 

11 - 25 8 8 II 16 II 125 3 /8 275 3 /8 

11 - 25 8 16 III 32 III 125 3 /8 425 3 /8 

11 - 25 8 24 IV 48 IV 125 3/8 575 1/2 

11 - 25 8 32 V 72 V 125 3 /8 800 5 /8 

11 - 25 10 --- --- 10 I 157 3 /8 250 3 /8 

11 - 25 10 10 II 20 II 157 3/8 344 3/8 

11 - 25 10 --- --- 30 III 157 3 /8 437 3 /8 

11 - 25 10 20 IV 50 IV 157 3/8 625 1/2 

11 - 25 10 30 V 70 V 157 3 /8 812 5 /8 

11 - 25 12 --- --- 12 I 188 3 /8 300 3 /8 

11 - 25 12 12 III 24 III 188 3/8 412 3/8 

11 - 25 12 24 IV 48 IV 188 3 /8 637 1 /2 

11 - 25 12 36 V 72 V 188 3 /8 862 5 /8 

11 - 25 16 --- --- 16 II 250 3/8 400 3/8 

11 - 25 16 16 III 32 III 250 3 /8 550 3 /8 

11 - 25 16 --- --- 48 IV 250 3 /8 700 1 /2 

11 - 25 16 32 V 64 V 250 3/8 850 1/2 

11 - 25 (W t ) continued on next page. * See note 2 on page 17. See page 145 for footnotes. 




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Connection 



11 - 25 20 --- --- 20 II 313 3/8 500 3/8 

11 - 25 20 20 IV 40 IV 313 3 /8 687 1 /2 

11 - 25 20 --- --- 60 V 313 3 /8 875 1 /2 

11 - 25 24 --- --- 24 III 375 3 /8 600 3 /8 

11 - 25 24 24 IV 48 IV 375 3 /8 825 1 /2 

11 - 25 24 --- --- 72 V 375 3/8 1050 1/2 

26 - 50 6 --- --- 6 I 188 3 /8 300 3 /8 

26 - 50 6 6 III 12 III 188 3/8 412 3/8 

26 - 50 6 12 IV 24 IV 188 3 /8 637 1 /2 

26 - 50 6 18 V 36 V 188 3 /8 862 5 /8 

26 - 50 8 --- --- 8 II 250 3 /8 400 3 /8 

26 - 50 8 8 III 16 III 250 3 /8 550 3 /8 

26 - 50 8 --- --- 24 IV 250 3/8 700 1/2 

26 - 50 8 16 V 32 V 250 3 /8 850 1 /2 

26 - 50 10 --- --- 10 II 313 3/8 500 3/8 

26 - 50 10 10 IV 20 IV 313 3 /8 687 1 /2 

26 - 50 10 --- --- 30 V 313 3/8 875 1/2 

26 - 50 12 --- --- 12 III 375 3 /8 600 3 /8 

26 - 50 12 12 IV 24 IV 375 3/8 825 1/2 

26 - 50 12 --- --- 36 V 375 3 /8 1050 1 /2 

26 - 50 16 --- --- 16 III 500 3 /8 800 1 /2 

26 - 50 16 16 V 32 V 500 3/8 1100 1/2 

51 - 75 6 --- --- 6 II 282 3 /8 450 3 /8 

51 - 75 6 6 IV 12 IV 282 3/8 619 1/2 

51 - 75 6 12 V 24 V 282 3 /8 956 1 /2 

51 - 75 8 --- --- 8 III 375 3/8 600 3/8 

51 - 75 8 8 IV 16 IV 375 3 /8 825 1 /2 

51 - 75 8 --- --- 24 V 375 3/8 1050 1/2 

51 - 75 10 --- --- 10 III 469 3 /8 750 1 /2 

51 - 75 10 10 V 20 V 469 3/8 1031 1/2 

51 - 75 12 --- --- 12 IV 563 3 /8 900 1 /2 

51 - 75 12 12 V 24 V 563 3/8 1237 5/8 






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0 - 10 6 24 I 24 I 40 3 /8 160 3 /8 

0 - 10 6 36 II 42 II 40 3 /8 250 3 /8 

0 - 10 6 --- --- 60 III 40 3 /8 340 1 /2 

0 - 10 6 --- --- 78 IV 40 3 /8 430 1 /2 

0 - 10 8 24 I 24 I 54 3 /8 173 3 /8 

0 - 10 8 40 II 40 II 54 3/8 253 3/8 

0 - 10 8 --- --- 56 III 54 3 /8 333 3 /8 

0 - 10 8 --- --- 80 IV 54 3/8 453 1/2 

0 - 10 10 20 I 20 I 67 3/8 167 3/8 

0 - 10 10 40 II 40 II 67 3 /8 267 3 /8 

0 - 10 10 --- --- 60 III 67 3/8 367 3/8 

0 - 10 10 --- --- 80 IV 67 3 /8 467 1 /2 

0 - 10 12 24 I 24 I 80 3 /8 200 3 /8 

0 - 10 12 36 II 36 II 80 3/8 260 3/8 

0 - 10 12 --- --- 60 III 80 3 /8 380 3 /8 

0 - 10 12 --- --- 72 IV 80 3/8 440 1/2 

0 - 10 16 16 I 16 I 107 3 /8 187 3 /8 

0 - 10 16 32 II 32 II 107 3 /8 267 3 /8 

0 - 10 16 --- --- 48 III 107 3 /8 347 3 /8 

0 - 10 16 --- --- 80 IV 107 3 /8 507 1 /2 

0 - 10 20 20 I 20 I 134 3/8 233 3/8 

0 - 10 20 40 II 40 II 134 3 /8 333 3 /8 

0 - 10 20 --- --- 60 III 134 3/8 433 3/8 

0 - 10 20 --- --- 80 IV 134 3 /8 533 1 /2 

0 - 10 24 24 I 24 I 160 3 /8 280 3 /8 

0 - 10 24 --- --- 48 III 160 3/8 400 3/8 

0 - 10 24 --- --- 72 IV 160 3 /8 520 3 /8 






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Connection 



11 - 25 6 6 I 6 I 100 3 /8 175 3 /8 

11 - 25 6 12 II 12 II 100 3 /8 250 3 /8 

11 - 25 6 24 III 24 III 100 3 /8 400 3 /8 

11 - 25 6 36 IV 36 IV 100 3 /8 550 1 /2 

11 - 25 6 --- --- 54 V 100 3 /8 775 5 /8 

11 - 25 8 8 I 8 I 137 3 /8 233 3 /8 

11 - 25 8 16 II 16 II 137 3/8 333 3/8 

11 - 25 8 24 III 24 III 137 3 /8 433 3 /8 

11 - 25 8 32 IV 32 IV 137 3/8 533 1/2 

11 - 25 8 40 V 48 V 137 3 /8 733 1 /2 

11 - 25 10 10 II 10 II 167 3 /8 292 3 /8 

11 - 25 10 20 III 20 III 167 3/8 417 3/8 

11 - 25 10 30 IV 30 IV 167 3 /8 542 3 /8 

11 - 25 10 40 V 50 V 167 3/8 792 1/2 

11 - 25 12 12 II 12 II 200 3/8 350 3/8 

11 - 25 12 24 III 24 III 200 3 /8 500 3 /8 

11 - 25 12 36 IV 36 IV 200 3/8 650 1/2 

11 - 25 12 --- --- 48 V 200 3 /8 800 1 /2 

11 - 25 16 16 II 16 II 267 3 /8 467 3 /8 

11 - 25 16 36 IV 32 IV 267 3 /8 667 1 /2 

11 - 25 16 --- --- 48 V 267 3 /8 867 1 /2 

11 - 25 20 20 III 20 III 334 3/8 583 3/8 

11 - 25 20 40 V 40 V 334 3 /8 833 1 /2 

11 - 25 24 24 III 24 III 400 3 /8 700 1 /2 

11 - 25 24 --- --- 48 V 400 3/8 1000 1/2 






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26 - 50 6 6 II 6 II 200 3 /8 350 3 /8 

26 - 50 6 12 III 12 III 200 3/8 500 3/8 

26 - 50 6 18 IV 18 IV 200 3 /8 650 1 /2 

26 - 50 6 24 V 24 V 200 3/8 800 1/2 

26 - 50 8 8 II 8 II 267 3 /8 467 3 /8 

26 - 50 8 16 IV 16 IV 267 3/8 667 1/2 

26 - 50 8 24 V 24 V 267 3 /8 867 1 /2 

26 - 50 10 10 III 10 III 334 3/8 583 3/8 

26 - 50 10 20 V 20 V 334 3 /8 833 1 /2 

26 - 50 12 12 III 12 III 400 3 /8 700 1 /2 

26 - 50 12 24 V 24 V 400 3 /8 1000 1 /2 

26 - 50 16 16 IV 16 IV 534 3 /8 933 1 /2 

26 - 50 20 20 V 20 V 667 1/2 1167 5/8 

26 - 50 24 24 V 24 V 800 1 /2 1400 5 /8 

51 - 75 6 6 III 6 III 300 3 /8 525 3 /8 

51 - 75 6 12 IV 12 IV 300 3 /8 750 1 /2 

51 - 75 6 18 V 18 V 300 3 /8 975 1 /2 

51 - 75 8 8 III 8 III 400 3 /8 700 3 /8 

51 - 75 8 16 V 16 V 400 3/8 1000 1/2 

51 - 75 10 10 IV 10 IV 500 3 /8 875 1 /2 

51 - 75 12 12 IV 12 IV 600 3/8 1050 1/2 

51 - 75 16 16 V 16 V 800 1 /2 1400 5 /8 






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Connection 



76 - 100 6 6 III 6 III 400 3 /8 700 1 /2 

76 - 100 6 12 V 12 V 400 3 /8 1000 1 /2 

76 - 100 8 8 IV 8 IV 534 3 /8 933 1 /2 

76 - 100 10 10 V 10 V 667 1/2 1167 5/8 

76 - 100 12 12 V 12 V 800 1 /2 1400 5 /8 

101 - 150 6 6 IV 6 IV 600 3/8 1050 1/2 

101 - 150 8 8 V 8 V 800 1/2 1400 5/8 

151 - 200 6 6 V 6 V 800 1 /2 1400 5 /8 






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Connection 



0 - 10 6 12 I 24 I 40 3 /8 160 3 /8 

0 - 10 6 18 II 42 II 40 3/8 250 3/8 

0 - 10 6 30 III 60 III 40 3 /8 340 1 /2 

0 - 10 6 36 IV 78 IV 40 3 /8 430 1 /2 

0 - 10 8 8 I 24 I 54 3/8 173 3/8 

0 - 10 8 16 II 40 II 54 3 /8 253 3 /8 

0 - 10 8 24 III 56 III 54 3/8 333 3/8 

0 - 10 8 40 IV 80 IV 54 3 /8 453 1 /2 

0 - 10 10 10 I 20 I 67 3 /8 167 3 /8 

0 - 10 10 20 II 40 II 67 3/8 267 3/8 

0 - 10 10 30 III 60 III 67 3 /8 367 3 /8 

0 - 10 10 40 IV 80 IV 67 3/8 467 1/2 

0 - 10 12 12 I 24 I 80 3 /8 200 3 /8 

0 - 10 12 --- --- 36 II 80 3 /8 260 3 /8 

0 - 10 12 24 III 60 III 80 3/8 380 3/8 

0 - 10 12 36 IV 72 IV 80 3 /8 440 1 /2 

0 - 10 16 --- --- 16 I 107 3/8 187 3/8 

0 - 10 16 16 II 32 II 107 3 /8 267 3 /8 

0 - 10 16 --- --- 48 III 107 3/8 347 3/8 

0 - 10 16 32 IV 80 IV 107 3 /8 507 1 /2 

0 - 10 20 --- --- 20 I 134 3 /8 233 3 /8 

0 - 10 20 20 II 40 II 134 3/8 333 3/8 

0 - 10 20 --- --- 60 III 134 3 /8 433 3 /8 

0 - 10 20 40 IV 80 IV 134 3/8 533 1/2 

0 - 10 24 --- --- 24 I 160 3 /8 280 3 /8 

0 - 10 24 24 III 48 III 160 3 /8 400 3 /8 

0 - 10 24 --- --- 72 IV 160 3/8 520 3/8 

11 - 25 6 --- --- 6 I 100 3 /8 175 3 /8 

11 - 25 6 6 II 12 II 100 3/8 250 3/8 

11 - 25 6 12 III 24 III 100 3 /8 400 3 /8 

11 - 25 6 18 IV 36 IV 100 3 /8 550 1 /2 

11 - 25 6 24 V 54 V 100 3/8 775 5/8 

11 - 25 8 --- --- 8 I 133 3 /8 233 3 /8 

11 - 25 8 8 II 16 II 133 3/8 333 3/8 

11 - 25 8 --- --- 24 III 133 3 /8 433 3 /8 

11 - 25 8 16 IV 32 IV 133 3 /8 533 1 /2 

11 - 25 8 24 V 48 V 133 3/8 733 1/2 







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Connection 



11 - 25 10 --- --- 10 II 167 3/8 292 3/8 

11 - 25 10 10 III 20 III 167 3 /8 417 3 /8 

11 - 25 10 --- --- 30 IV 167 3/8 542 3/8 

11 - 25 10 20 V 50 V 167 3 /8 792 1 /2 

11 - 25 12 --- --- 12 II 200 3/8 350 3/8 

11 - 25 12 12 III 24 III 200 3 /8 500 3 /8 

11 - 25 12 --- --- 36 IV 200 3 /8 650 1 /2 

11 - 25 12 24 V 48 V 200 3/8 800 1/2 

11 - 25 16 --- --- 16 II 267 3 /8 467 3 /8 

11 - 25 16 16 IV 32 IV 267 3 /8 667 1 /2 

11 - 25 16 --- --- 48 V 267 3 /8 867 1 /2 

11 - 25 20 --- --- 20 III 334 3 /8 583 3 /8 

11 - 25 20 20 V 40 V 334 3 /8 833 1 /2 

11 - 25 24 --- --- 24 III 400 3 /8 700 1 /2 

11 - 25 24 24 V 48 V 400 3 /8 1000 1 /2 

26 - 50 6 --- --- 6 II 200 3 /8 350 3 /8 

26 - 50 6 6 III 12 III 200 3 /8 500 3 /8 

26 - 50 6 --- --- 18 IV 200 3/8 650 1/2 

26 - 50 6 12 V 24 V 200 3 /8 800 1 /2 

26 - 50 8 --- --- 8 II 267 3 /8 467 3 /8 

26 - 50 8 8 IV 16 IV 267 3 /8 667 1 /2 

26 - 50 8 --- --- 24 V 267 3/8 867 1/2 

26 - 50 10 --- --- 10 III 334 3 /8 583 3 /8 

26 - 50 10 10 V 20 V 334 3/8 833 1/2 

26 - 50 12 --- --- 12 III 400 3 /8 700 1 /2 

26 - 50 12 12 V 24 V 400 3/8 1000 1/2 

51 - 75 6 --- --- 6 III 300 3 /8 525 3 /8 

51 - 75 6 6 IV 12 IV 300 3/8 750 1/2 

51 - 75 6 --- --- 18 V 300 3 /8 975 1 /2 

51 - 75 8 --- --- 8 III 400 3/8 700 1/2 

51 - 75 8 8 V 16 V 400 3 /8 1000 1 /2 






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Footnotes 

1. It is not necessary to install both transverse braces and longitudinal braces on the same trapeze support. For 

example, it is common to install transverse braces on trapezes every 40 ft., and then install both transverse and 

longitudinal braces every 80 ft. 

2. The “structure connection type” is the brace anchorage requirement. See pages 23 thru 38 for brace attachment 

details. 

3. Any combination of brace interval and structure connection type (anchor size) may be used for a given system 

weight and support span. For example, it is not necessary to use structure connection type II for both transverse 

and longitudinal braces. Often longitudinal braces are spaced at a greater distance, and would require a larger 

anchor when attaching to structure. 

4. The bracing intervals listed are maximums. They are rounded down to facilitate construction. For example, it is 

common to use a longitudinal bracing interval that is twice the transverse spacing. 

5. The rod load indicates the maximum tension in the rod due to gravity and 1 /3 of the horizontal seismic force 

applied in the vertical direction for “unbraced trapezes”. For trapezes with braces attached, the rod load also 

includes additional seismic loads. Note that the rod loads at braced locations are significantly higher than 

unbraced trapezes. Select a hanger rod attachment detail from pages 39 thru 56 that meets the load 

requirements. 

6. The minimum rod size is given for both braced and unbraced trapezes. Due to the additional seismic forces at 

braced trapezes, the rod sizes may be significantly larger. Be sure to follow the guidelines on page 57 to see if a 

rod stiffener is required, due to the length of the rod. Rod stiffeners, if necessary, are only required at braced 

locations. Unbraced trapezes never require rod stiffeners. 

7. Seismic forces for charts in Appendix 2 (pages 109 - 144) include 1 /3 of horizontal seismic force applied in 

vertical direction. 

8. Charts in Appendix 2 (pages 109 - 144) are for the seismic force levels (%g) listed on those 

pages. 




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Appendix 3 

Proof Test Instructions For Concrete Anchors (CAN 1925B.3.5) 

State of California 

Office of Statewide Health Planning and Development 

TEST VALUES 

Hardrock or Lightweight Concrete 

Anchor Wedge Sleeve Shell 

Dia. Load Torque Load Torque Load Torque 

(in.) (lbs) (ft-lbs) (lbs) (ft-lbs) (lbs) (ft-lbs) 

1 /4 800 10 400 4 1000 -- 

5 /16 -- -- 400 4 1400 -- 

3 /8 1100 25 700 10 1800 -- 

1 /2 2000 50 900 20 2700 -- 

5 /8 2300 80 1100 45 3700 -- 

3 /4 3700 150 1400 90 5400 -- 

1 5800 250 -- -- -- -- 

Notes 

1. Anchor diameter refers to the thread size for the Wedge & Shell categories and to the anchor outside diameter for the Sleeve category. 

2. Apply proof test loads to Wedge & Sleeve anchors without removing the nut if possible. If not, remove nut and install a threaded coupler 

to the same tightness as the original nut using a torque wrench and apply load. 

3. For Sleeve/Shell internally threaded categories, verify that the anchor is not prevented from withdrawing by a baseplate or other fixtures. 

If restraint is found, loosen and shim or remove fixture(s) prior to testing. 

4. Reaction loads from test fixtures may be applied close to the anchor being tested, provided the anchor is not restrained from withdrawing 

by the fixture(s). 

5. Shell type anchors should be tested as follows: 

a. Visually inspect 25% for full expansion as evidenced by the location of the expansion plug in the anchor body. Plug location of a fully 

expanded anchor should be as recommended by the manufacturer, or, in the absence of such recommendation, as determined on the 

job site following the manufacturer’s installation instructions. At least 5% of the anchors shall be proof loaded as indicated in the table 

above, but not less than three anchors per day for each different person or crew installing anchors, or; 

b. Test 50% of the installed anchors per Section 1925B.3.5. 

6. Test equipment (including torque wrenches) is to be calibrated by an approved testing laboratory in accordance with standard recognized 

procedures. 

7. Torque test values for Shell type anchors can occur on an case-by-case basis when test procedures are submitted and approved by the 

enforcement agency. 

8. The following criteria apply for the acceptance of installed anchors; 

Hydraulic Ram Method: The anchor should have no observable movement at the applicable test load. For wedge and sleeve type 

anchors, a practical way to determine observable movement is that the washer under the nut becomes loose. 

Torque Wrench Method: The applicable test torque must be reached within the following limits; 

Wedge or Sleeve type: One-half ( 1 /2) turn of the nut. 

One-quarter ( 1 /4) turn of the nut for 3 /8 inch sleeve anchor only. 

9. Testing should occur a minimum of 24 hours after installation of the subject anchors. 

10. If the manufacturer’s recommended installation torque is less than the test torque noted in the table, the manufacturer’s recommended 

installation torque should be used in lieu of the tabulated values. 

11. All tests shall be performed in the presence of the Inspector of Record. 




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Appendix 4 

2003 International Building Code 

As defined in the 2003 International Building Code, Chapter 16, Section 1621, the seismic horizontal force, F p , 

shall be calculated per Section 9.6 of ASCE 7: 

F p = 0.4a pS DS I p 

(1 + 2 z • )W p 

R p 

h 

Except that: F p shall not be less than 0.3 S DS I p W p and need not be more than 1.6 S DS I p W p . 

Where: 


a p = Amplification Factor (Table 9.6.3.2 ASCE 7) 

R p = Component Response Modification Factor, (Table 9.6.3.2 ASCE 7) which varies 

from 1.0 to 5.0 

= 1.0 for shallow embedded anchors where the embedment length-to-diameter ratio 

is less than 8. (Section 9.6.1.6.1 ASCE 7) 

i.e. a 1 /2" diameter anchor embedded less than 4" in concrete. 

I p = Importance Factor (Section 9.6.1.5 ASCE 7) 

= 1.5 for Life-safety components required to function after an earthquake, buildings 

containing hazardous or flammable material, and for storage racks open to the 

general public. 

= 1.0 for all other occupancies 

S DS = Design spectral response acceleration at short period several factors: Seismic zone, 

Soil Property Type, and Distance from known fault. (Section 9.4.1.2 ASCE 7) 

Where, 

S DS = (2/3) S MS (Section 9.4.1.2.5 ASCE 7) 

S MS = F a S S Maximum considered spectral response acceleration for short 

period (Section 9.4.1.2.4 ASCE 7) 

F a = Site coefficient, which is a combination of the Mapped spectral 

Acceleration S S and Site Class (Table 9.4.1.2.4a ASCE 7) 

S S = Mapped Spectral Acceleration for short periods (Section 9.4.1.2 ASCE 7) 

Site Class = Soil type, “A thru F” (Table 9.4.1.2 ASCE 7) 

z 

h 


Note: (z) shall not be taken less than 0.0 

= Average structure roof elevation with respect to grade. 




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Example: Deeply Embedded Anchors 

In this example a cable tray system is suspended on the 1st floor of a 40-foot tall, 2-story surgical 

center. The cable tray is actually suspended from the 2nd floor, which has an elevation of 20 feet 

above grade. The location of the surgical center is in Memphis, TN with a rock soil profile. 


(1 + 2 z • )W p 

R p 

h 

a p = (2.5) for a cable tray (Table 9.6.3.2 ASCE 7) 

R p = (5.0) for a cable tray system anchored with deep embedded anchors (Table 9.6.3.2 ASCE 7) 

I p 

= (1.5) for an essential facility in Seismic Use Group III which will require continued use 

following an earthquake (Section 9.6.1.5 ASCE 7) 

S DS = (0.4) extended calculations shown below (Section 9.4.1.2 ASCE 7) 

Where, 

S DS = (2/3) S MS = (0.4) (Section 9.4.1.2.5 ASCE 7) 

S MS = F a S S = (0.6) (Section 9.4.1.2.4 ASCE 7) 

F a = (1.0) using straight line interpolation of the Mapped spectral Acceleration 

(S S ) and Site Class (Table 9.4.1.2.4a ASCE 7) 

S S = (0.6) Mapped Spectral Acceleration for short periods (Section 9.4.1.2 ASCE 7) 

Site Class = B for Rock (Table 9.4.1.2 ASCE 7) 

z 

h 

= 20 feet, for the elevation of the floor used to support the cable tray 

= 40 feet, for the average elevation of the structure roof 

F p = 0.4(2.5)(0.40)(1.5) (1 + 2 • 20 )W p = 0.24W p = 0.24g 

5.0 40 

Check if value falls within the allowed limits: 

F p shall not be taken less than, 0.3S DS I p W p = 0.3(.40)(1.5)W p = .18g 

F p shall not be greater than, 1.6S DS I p W p = 1.6(.40)(1.5)W p = 0.96g 

0.24g > 0.18g, thus allowing the use of 0.24g 




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To convert this F p from a strength design, as just determined from the building code, to an 

Allowable Stress Design (ASD) used in the Cooper B-Line Seismic Restraints Manual divide by 1.4. 

F p = 0.24g = 0.17g (ASD) 

1.4 

0.17g is the Allowable Stress Design Seismic Load Factor determined from 2003 International 



ratio of less than 8, also referred to as shallow embedment anchors, have an adjusted Component 

Response Factor. The adjusted factor being R p = 1.5. 

Example Two: Shallow Embedded Anchors 


center in California. The cable tray is actually suspended from the 2nd floor, which has an 

elevation of 20 feet above grade. The location of the surgical center is in seismic zone 4 with a 

rock soil profile, however shallow embedded anchors (length-to-diameter ratio of less than 8) are 

used at brace locations. 


(1 + 2 z • )W p 

R p 

h 

a p = (2.5) for a cable tray (Table 9.6.3.2 ASCE 7) 

R p = (1.5) for a cable tray system anchored with shallow embedded anchors 

(Section 9.6.1.6.1 ASCE 7) 

I p = (1.5) for an essential facility in Seismic Use Group III which will require continued use 

following an earthquake (Section 9.6.1.5 ASCE 7) 

S DS = (0.4) extended calculations shown below (Section 9.4.1.2 ASCE 7) 

Where, 

S DS = (2/3) S MS = (0.4) (Section 9.4.1.2.5 ASCE 7) 

S MS = F a S S = (0.6) (Section 9.4.1.2.4 ASCE 7) 

F a = (1.0) using straight line interpolation of the Mapped spectral Acceleration 

(S S ) and Site Class (Table 9.4.1.2.4a ASCE 7) 

S S = (0.6) Mapped Spectral Acceleration for short periods (Section 9.4.1.2 ASCE 7) 

Site Class = B for Rock (Table 9.4.1.2 ASCE 7) 

z 

h 


= 40 feet, for the average elevation of the structure roof 

F p = 0.4(2.5)(0.40)(1.5) (1 + 2 • 20 )W p = 0.80W p = 0.80g 

1.5 40 




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Check if value falls within the allowed limits: 

F p shall not be taken less than, 0.3S DS I p W p = 0.3(.40)(1.5)W p = .18g 

F p shall not be greater than, 1.6S DS I p W p = 1.6(.40)(1.5)W p = .96g 

0.96g > 0.80g > 0.18g, thus allowing the use of 0.80g 

To convert F p from a strength design, as just determined from the building code, to an Allowable 

Stress Design (ASD) as used in the Cooper B-Line Seismic Restraints Manual divide by 1.4. 

F p = 0.80g = 0.57g (ASD) 

1.4 

0.57g is the Allowable Stress Design Seismic Load Factor determined from 2003 International 





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1999 Standard Building Code 

As defined in the 1999 Standard Building Code, Chapter 16, Section 1607.6.4, the seismic horizontal force, 

F p , may be calculated using the following formula: 

Where, 


F p = A v C c Pa c W c 

A v = Peak velocity-related acceleration (Section 1607.1.5) 

C c = Seismic coefficient for mechanical, electrical components and systems 

(Table 1607.6.4A) 

P = Performance criteria factor (Table 1607.6.4A) 

a c = Attachment amplification factor (Table 1607.6.4B) 

W c = Operating weight of the mechanical, electrical component of system 

Example 

This example is for a primary cable tray system suspended in a surgical center in Memphis, TN. 


A v = (0.20) for the Memphis, TN area (Table 1607.1.5A) 

C c = (2.0) for a primary cable tray system (Table 1607.6.4A) 

P = (1.5) for a primary cable tray system (Table 1607.6.4A) 

- Group III for an essential Surgery or Emergency Treatment 

Facility (Table 1607.1.6) 

a c = Always (1.0) when using a fixed connection type (Table 1607.6.4B) 

F p = 0.2(2.0)(1.5)(1.0)W c = .6W c = .6g 



F p = 0.60g = 0.43g (ASD) 

1.4 

0.43g is the Allowable Stress Design Seismic Load Factor determined from 1999 Standard 





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1997 Uniform Building Code 

As defined in the 1997 Uniform Building Code, Chapter 16, Section 1632, the seismic horizontal force, F p , may 

be calculated using the following formula: 


(1 + 3 • hx )W p 

R p h r 

Except that: F p shall not be less than 0.7 C a I p W p and need not be more than 4 C a I p W p . 

Where: 


a p 

= Amplification Factor (Table 16-O) 

R p = Component Response Modification Factor (Table 16-O) 

= 3.0 for electrical, mechanical and plumbing equipment and associated 

conduit, ductwork and piping. 

= 1.5 for installations using concrete anchors with an embedment-to-diameter 

ratio less than 8. 

i.e. a 1 /2" diameter concrete anchor with an embedment of less than 4" inches. 

I p 

= Importance Factor (Table 16-K) 

= 1.5 for Essential facilities such as Hospitals, Fire Stations, Police Stations, 

Aviation Control Towers, etc. consult Table 16-K in UBC for a detailed list. 

= 1.0 for most other occupancies 

C a = Seismic Coefficient. This is an accumulation of several factors: (Table 16-Q) 

Seismic Zone (Table 16-I), Soil Property Type (Table 16-J), and Distance from 

known faults. (Table 16-S, and Table 16-U) 

h x 


Note: h x shall not be taken less than 0.0 

h r 

= Structure Roof Elevation with respect to grade. 




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Example One, Deeply Embedded Anchors: 

Cable tray system is suspended on the 1st floor of a 40-foot tall, 2-story surgical center in California. 

The cable tray is actually suspended from the bottom of the 2nd floor, which has an elevation of 20 

feet above grade. Location of the surgical center is in seismic zone 4 with a rock soil profile. 


(1 + 3 • hx )W p 

R p 

h r 

a p = 1.0 from Table 16-O 

C a = .40Na from Table 16A-Q, which is combination of Seismic Zone factor and Soil 

profile type 

Where, 

Z = .40 for seismic zone 4 applications (Table 16-I) 

Soil Profile Type = S B for rock sediment (Table 16-J) 

Seismic Source Type = B for faults other than Type A & C (Table 16-U) 

Na = 1.0, for 5 km from known seismic source (Table 16-S) 

I p 

= (1.5) for an essential surgery and emergency treatment area (Table 16-K) 

R p = (3.0) for cable trays supported with deep embedded anchors (Table 16-O) 

h x = 20 feet, for the elevation of the floor used to support the cable tray 

h r 

= 40 feet, for the elevation of the structure roof 


F p = (1.0)((0.40(1.0))(1.5) (1 + 3 • 20 )W p = 0.50W p = 0.50g 

3.0 40 



2.4g > .5 > 0.42g Therefore allowing the use of 0.50g 



F p = 0.50g = 0.36g (ASD) 

1.4 

0.36g is the Allowable Stress Design Seismic Load Factor determined from 1997 Uniform 



ratio of less than 8, also referred as shallow embedment anchors, have an adjusted Component 

Response Factor being R p = 1.5. 




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Example Two, Shallow Embedded Anchors: 


center in California. The cable tray is actually suspended from the 2nd floor, which has an elevation 

of 20 feet above grade. Location of the surgical center is in seismic zone 4 with a rock soil 

profile, however shallow embedment anchors (length-to-diameter ratio of less than 8) are used at 

brace locations. 


(1 + 3 hx • )W p 

R p h r 

a p = 1.0 from Table 16-O 

C a = (.40Na) which is combination of seismic zone factor and soil profile type 

from (Table 16-Q) 

Where, 

Z = .40 for seismic zone 4 applications (Table 16-I) 

Soil Profile type = S B for rock sediment (Table 16-J) 

Seismic Source Type = B for faults other than Type A & C (Table 16-U) 

Near Source Factor = 1.0 for 5 km from known seismic source (Table 16-S) 

I p 

= (1.5) for an essential surgery and emergency treatment areas (Table 16-K) 

R p = (1.5) for cable trays supported with shallow embedded anchors (Table 16-O) 

h x 

h r 


= 40 feet. for the elevation of the structure roof 

F p = (1.0)((0.40(1.0))(1.5) (1 + 3 • 20 )W p = 1.0W p = 1.0g 

1.5 40 




2.4g > 1.0g > 0.42g Therefore allowing the use of 1.0g 



F p = 1.0g = 0.71g (ASD) 

1.4 

0.71g is the Allowable Stress Design Seismic Load Factor determined from 1997 Uniform 

Building Code for shallow embedment anchors. 




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1999 BOCA (Building Officials and Code Administrators) 

As defined in the 1999 BOCA, Chapter 16, Section 1610.6.4, the seismic horizontal force, F p , may be calculated 

using the following formula: 

Where, 



A v = Peak velocity-related acceleration (Section 1610.1.3) 

C c = Seismic coefficient for mechanical, electrical components and systems 

(Table 1610.6.4(1)) 

P = Performance criteria factor (Table 1610.6.4(1)) 

a c = Attachment amplification factor (Table 1610.6.4(2)) 

W c = Operating weight of the mechanical, electrical component of system 

Example 

This example is for a primary cable tray system suspended in a surgical center in St. Louis, MO. 


A v = (0.15) for the St. Louis, MO area (Figure 1610.1.3(1)) 

C c = (2.0) for a primary cable tray system (Table 1610.6.4(1)) 

P = (1.5) for a primary cable tray system (Table 1610.6.4(1)) 

- Group III for an essential Surgery or Emergency Treatment 

Facility (Table 1610.1.6) 

a c = Always (1.0) when using a fixed connection type (Table 1610.6.4(2)) 

F p = 0.15(2.0)(1.5)(1.0)W c = .45W c = .45g 



F p = 0.45g = 0.32g (ASD) 

1.4 

0.32g is the Allowable Stress Design Seismic Load Factor determined from the 1999 BOCA. 




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Appendix 5 

This page has been reserved for future professional engineering approvals. These additional stamps are beyond the 

scope of OSHPD pre-approval and are not intended for use on hospital projects in the State of California. 

A current version of this page with all available engineering approvals is available on our website at 

http://www.cooperbline.com/pdf/catalogs/SRS02/appendix5.pdf 




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SRS-06 

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