Cooper B-Line Seismic Restraints - Dixie Construction Products

Cooper B-Line Seismic Restraints - Dixie Construction Products Cooper B-Line Seismic Restraints - Dixie Construction Products

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SEISMIC RESTRAINTS Multi-Directional Bracing For Electrical Conduit, Cable Tray And Mechanical Piping Systems SYSTEMS THAT MAKE SENSE

SEISMIC RESTRAINTS

Multi-Directional Bracing For Electrical Conduit,

Cable Tray And Mechanical Piping Systems

SYSTEMS THAT MAKE SENSE

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:

6 - 2 - 06

i

of

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

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

ii

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.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

1

of

Raafat S. Aboulhosn

Structural Engineer S 3913

GENERAL INFORMATION

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)

.42g from building code = .30g (ASD)

.63g from building code = .45g (ASD)

.70g from building code = .50g (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.

F p = a pC a I p

(1 + 3 • hx )W p

R p h r

a p = 1.0 from Table 16A-O

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

2

GENERAL INFORMATION

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.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

3

of

Raafat S. Aboulhosn

Structural Engineer S 3913

GENERAL INFORMATION

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

F p = a pC a I p

(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

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 > 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

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

4

GENERAL INFORMATION

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

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

5

of

Raafat S. Aboulhosn

Structural Engineer S 3913

GENERAL INFORMATION

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.

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.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

6

GENERAL INFORMATION

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

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

7

of

Raafat S. Aboulhosn

Structural Engineer S 3913

GENERAL INFORMATION

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.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

8

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.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

9

of

Raafat S. Aboulhosn

Structural Engineer S 3913

GENERAL NOTES FOR SEISMIC BRACING

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.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

10

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.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

11

of

Raafat S. Aboulhosn

Structural Engineer S 3913

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.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

12

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

(See Pages 57 & 58)

ATR

All Threaded Rod

(See Page 57 for

minimum diameter)

1

1 Min.

B-Line Channel

Transverse Brace

(See page 11)

B335-2-Bolt Size

Adjustable Hinge

(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:

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

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

13

of

Raafat S. Aboulhosn

Structural Engineer S 3913

SINGLE PIPE BRACING

PIPE CLAMP TRANSVERSE BRACING (Figure 3)

ATR

All Threaded Rod

(See Page 57)

Rod Stiffener

May Be Required

(See Pages 57 & 58)

1 (Min.)

Adjustable

Pipe Size Pipe Clamp * Hinge

in. (mm) Part No. Part No.

B-Line Channel

Transverse Brace

(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

B335-2-Bolt Size

Adjustable Hinge

(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

All Threaded Rod

(See Page 57 for

minimum diameter)

Rod Stiffener

(See Pages 57 & 58)

Adjustable

Pipe Size Pipe Roller Hinge

in. (mm) Part No. Part No.

1

1 (Min.)

B-Line Channel

Transverse Brace

(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

B335-2-Bolt Size

Adjustable Hinge

(See Page 59)

B3110 Series

Adjustable Steel Yoke Pipe Roll

(See Page 66)

Note:

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

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

14

SINGLE PIPE BRACING

TRANSVERSE BRACING (Figure 5)

B2400 Series

Pipe Strap

(See Page 71)

1

1 (Min.)

3” min.

(76mm)

B-Line Channel

Transverse Brace

(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

(See Pages 63 & 64)

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)

B-Line Channel

Longitudinal Brace

(See page 11)

B3140 Pipe Clamp

or B3373 Riser Clamp

Series

(See Pages 67 & 69)

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.

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

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

15

of

Raafat S. Aboulhosn

Structural Engineer S 3913

CLEVIS HANGER TRANSVERSE BRACING (Figure 7)

SINGLE PIPE BRACING - COPPER TUBING

ATR

All Threaded Rod

(See Page 57 for

minimum diameter)

Rod Stiffener

(See Pages 57 & 58)

1

1 (Min.)

B-Line Channel

Transverse Brace

(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).

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

LONGITUDINAL BRACING (Figure 8)

Rod Stiffener May Be Required

(See Pages 57 & 58)

B335V-Bolt Size

Adjustable Half Hinge

(See Page 59)

Copper Riser Adjustable

Tubing Size Clamp * Half Hinge

in. (mm) Part No. Part No.

B-Line Channel

Longitudinal Brace

(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.

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

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

16

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.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

17

of

Raafat S. Aboulhosn

Structural Engineer S 3913

TRAPEZE BRACING

TRAPEZE TRANSVERSE AND LONGITUDINAL BRACING (Figure 9)

B335-2-Bolt Size

Adjustable Hinge

(See Page 59)

B-Line Channel

Longitudinal Brace

(See page 11)

ATR

All Threaded Rod

(See Page 57)

B-Line Channel

Transverse Brace

(See page 11)

Rod Stiffener

(See Pages 57 & 58)

B2400

Series

Pipe Straps

(See Page 71)

1 (Min.)

1

B-Line Channel

Transverse Brace

(See page 11)

B335-2- 1 /2 Adjustable Hinge

Transverse Brace

(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)

B335-2- 1 /2 Adjustable Hinge

Longitudinal Brace

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.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

18

TRAPEZE BRACING

TRAPEZE TRANSVERSE AND LONGITUDINAL BRACING (Figure 10)

B335-2-Bolt Size

Adjustable Hinge

(See Page 59)

B-Line Channel

Longitudinal Brace

(See page 11)

ATR

All Threaded Rod

(See Page 57)

Rod Stiffener

(See Pages 57 & 58)

B-Line Channel

Transverse Brace

(See page 11)

Cable Tray

1 (Min.)

1

B-Line Channel

Transverse Brace

(See page 11)

B335-2- 1 /2 Adjustable Hinge

Transverse Brace

(See Page 59)

B-Line Channel - Size as Required

(See Page 22 - Table 4 & 4A For

Channel Load Data)

Notes:

See Note 3b

on page 17

B2400 Series

Pipe Straps

(See Page 71)

B335-2- 1 /2 Adjustable Hinge

Longitudinal Brace

Hex Nut &

(See Page 59)

Square Washer

(See Page 62)

B2000 Series Pipe Straps

(See Page 70)

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.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

19

of

Raafat S. Aboulhosn

Structural Engineer S 3913

TRAPEZE BRACING

TRAPEZE TRANSVERSE AND LONGITUDINAL BRACING (Figure 11)

B-Line Channel

Longitudinal Brace

(See page 11)

ATR

All Threaded Rod

(See Page 57)

Rod Stiffener

(See Pages 57 & 58)

B2400

Series

Pipe Straps

(See Page 71)

1 (Min.)

1

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)

B-Line Channel

Transverse Brace

(See page 11)

B335-2- 1 /2 Adjustable Hinge

Longitudinal Brace

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 2.

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

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

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

20

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

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.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

21

of

Raafat S. Aboulhosn

Structural Engineer S 3913

TRAPEZE BRACING

Typical Trapeze

ATR

Beam Span (BS)

B-Line Channel

(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)

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

22

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.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

23

of

Raafat S. Aboulhosn

Structural Engineer S 3913

STRUCTURAL ATTACHMENTS

‘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

(See Pages 61 & 62)

Normal Weight Concrete

B-Line Adjustable Hinge

Longitudinal or Transverse Brace

(See Page 59)

1

1 min.

Load

B-Line Channel

Longitudinal or

Transverse Brace

Detail 2

Metal Deck

Expansion anchors of

diameter 'D'.

‘T’

Light Weight or

Normal Weight Concrete

‘F’

B-Line Adjustable Hinge

Longitudinal or Transverse Brace

(See Page 59)

1

‘E’

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

Cap Screws & N225WO Nuts

(See Pages 61 & 62)

B-Line Channel

Longitudinal or

Transverse Brace

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.

Normal Weight Concrete

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, 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.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

24

STRUCTURAL ATTACHMENTS

Concrete Attachments

Detail 3

Slab

‘T’

'F'

‘X’

Expansion anchors of

diameter 'D'.

Minimum

embedment

of anchor in

concrete is 'E'.

B202 Square Washer

(See Page 62)

B202 Square Washer

& 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

Cap Screws & N225WO Nuts

(See Pages 61 & 62)

B-Line Adjustable Hinge

(See Page 59)

1

1 min.

B-Line Channel

Longitudinal or

Transverse Brace

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’

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

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.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

25

of

Raafat S. Aboulhosn

Structural Engineer S 3913

Concrete Attachments

Detail 4

Metal Deck

STRUCTURAL ATTACHMENTS

'F'

‘X’

‘T’

Expansion anchors

of diameter 'D'.

E

B22 Channel

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

Equal

Distance

Equal

Distance

B202 Square Washer

(See Page 62)

B202 Square Washer

& Hex Nut

B-Line Adjustable Hinge

(See Page 62)

Longitudinal or Transverse

Brace

(See Page 59)

1

B-Line Channel

Longitudinal or

Transverse Brace

1 min.

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

Cap Screws & N225WO Nuts

(See Pages 61 & 62)

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’

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

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.

** See important notes on page 23.

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

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

26

STRUCTURAL ATTACHMENTS

Concrete Attachments

Detail 5

Slab

Minimum distance from

edge of concrete to center

of bolt is (10 x 'D').

B2501 cast in place anchors

of diameter 'D'.

(See Page 75)

1”

(25mm)

min.

Minimum embedment

in concrete.

'E'.

B-Line Adjustable Hinge

Longitudinal or Transverse Brace

(See Page 59)

1

1 min.

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

Cap Screws & N225WO Nuts

(See Pages 61 & 62)

B-Line Channel

Longitudinal or

Transverse Brace

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.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

27

of

Raafat S. Aboulhosn

Structural Engineer S 3913

Concrete Attachments

STRUCTURAL ATTACHMENTS

Detail 6

Metal Deck

Minimum distance from

edge of concrete to center

of bolt is (10 x 'D').

B2501 cast in place anchors of

diameter 'D'.

(See Page 75)

1”

(25mm)

min.

E

B-Line Adjustable Hinge

Longitudinal or Transverse

Brace

(See Page 59)

1

1 min.

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

Cap Screws & N225WO Nuts

(See Pages 61 & 62)

B-Line Channel

Longitudinal or

Transverse Brace

Load

Light Weight Concrete

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 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.

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

Normal Weight Concrete

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

I, II 300 (1.33) 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.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

28

STRUCTURAL ATTACHMENTS

Concrete Attachments

Minimum distance from

edge of concrete to center

of bolt is (10 x 'D').

Detail 7

Slab

‘X’

1”

(25mm)

min.

B2501 cast in place anchors

of diameter 'D'.

(See Page 75)

Minimum embedment

of anchor in concrete.

'E'.

B202 Square Washer

(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

B202 Square Washer

& Hex Nut

(See Page 62)

B-Line Adjustable Hinge

Longitudinal or Transverse Brace

(See Page 59)

1

1 min.

B-Line Channel

Longitudinal or

Transverse Brace

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

Cap Screws &

N225WO Nuts

(See Pages 61 & 62)

Load

Minimum

Structure Cast In Place Minimum Distance

Connection Load Anchor* Embedment Between

Type Dia. 'D' 'E' Anchors ‘X’

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

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)

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

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

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

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

29

of

Raafat S. Aboulhosn

Structural Engineer S 3913

STRUCTURAL ATTACHMENTS

Minimum distance

from edge of concrete to

center of bolt

is (10 x 'D').

Concrete Attachments

Detail 8

Metal Deck

‘X’

1”

(25mm)

min.

B2501 cast in place

anchors of diameter 'D'.

(See Page 75)

Equal

Distance

B202 Square Washer

& Hex Nut

(See Page 62)

B-Line Adjustable Hinge

Longitudinal or Transverse Brace

(See Page 59)

Equal

Distance

1

1 min.

E

B202 Square Washer

(See Page 62)

B22 Channel

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

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

Cap Screws & N225WO Nuts

(See Pages 61 & 62)

Light Weight Weight Concrete

B-Line Channel

Longitudinal or

Transverse Brace

Load

Structure Cast In Place Minimum Min. Distance

Connection Load Anchor* Embedment Between

Type Dia. 'D' 'E' Anchors ‘X’

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

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)

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

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

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

Normal Weight Concrete

Structure Cast In Place Minimum Min. Distance

Connection Load Anchor* Embedment Between

Type Dia. 'D' 'E' Anchors ‘X’

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

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)

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

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

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

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

30

STRUCTURAL ATTACHMENTS

Concrete Attachments

Detail 9

Slab

Minimum distance from

edge of concrete to center

of bolt is (10 x 'D').

B2500 Spot Insert with

N2500 Square Nut of

thread size 'D'.

(See Page 76)

1”

(25mm)

min.

Minimum embedment

in concrete 'E'.

B200 Series Square Washer

(See Page 62)

B-Line Adjustable Hinge

Longitudinal or Transverse Brace

(See Page 59)

1

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

Cap Screws & N225WO Nuts

(See Pages 61 & 62)

1 min.

B-Line Channel

Longitudinal or

Transverse Brace

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)

* B-Line Figure B2500 in 3000 psi (20.7 MPa) minimum normal weight concrete.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

31

of

Raafat S. Aboulhosn

Structural Engineer S 3913

STRUCTURAL ATTACHMENTS

Concrete Attachments

Minimum distance from

edge of concrete to center

of bolt is (10 x 'D').

B2500 Spot Insert with

N2500 Square Nut of thread

size 'D'.

(See Page 76)

Detail 10

Metal Deck

1”

(25mm)

min.

E

B200 Series Square Washer

(See Page 62)

B-Line Adjustable Hinge

Longitudinal or Transverse

Brace

(See Page 59)

1

1 min.

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

Cap Screws & N225WO Nuts

(See Pages 61 & 62)

B-Line Channel

Longitudinal or

Transverse Brace

Load

Normal Weight Concrete

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)

* B-Line Figure B2500 in 3000 psi (20.7 MPa) minimum normal weight concrete.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

32

STRUCTURAL ATTACHMENTS

Concrete Attachments

Detail 11

“L”

B32I-8 or Stronger Concrete Insert

Attached to Concrete Structure

(See Pages 77 & 78)

B633- 1 /2, B634,

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

Adjustable Hinge

(See Pages 59 & 60)

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

B-Line Channel

(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)

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

33

of

Raafat S. Aboulhosn

Structural Engineer S 3913

STRUCTURAL ATTACHMENTS

Wood Beam Attachments

(Used for Bracing Perpendicular)

Detail 12

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

Series Square Washer &

Hex Nut

(See Pages 62 & 74)

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.

Adjustable Hinge

(See Page 59)

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

Cap Screws &

N225WO Nuts

(See Pages 61 & 62)

B-Line Channel

Longitudinal or

Transverse Brace

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’

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

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.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

34

STRUCTURAL ATTACHMENTS

Wood Beam Attachments

(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

Adjustable Hinge

(See Page 59)

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

Cap Screws &

N225WO Nuts

(See Pages 61 & 62)

B-Line Channel

Longitudinal or

Transverse Brace

1

Load

1 min.

Structure Allowable

Lag Bolt

Connection Load *

Dia ‘D’

Type

lbs. (kN) in. (mm)

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

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

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

35

of

Raafat S. Aboulhosn

Structural Engineer S 3913

STRUCTURAL ATTACHMENTS

Wood Beam Attachments

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

(See Pages 62 & 74)

B3060SW Series

(See Page 73)

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

Hex Head Cap Screw

with Lock Washer

& Hex Nut

(See Pages 61 & 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.

Adjustable Hinge

(See Page 59)

1

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

Cap Screws &

N225WO Nuts

(See Pages 61 & 62)

1 min.

B-Line Channel

Longitudinal or Transverse Brace

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’

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

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)

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

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

36

STRUCTURAL ATTACHMENTS

Wood Beam Attachments

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.

Adjustable Hinge

(See Page 59)

1

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

Cap Screws &

N225WO Nuts

(See Pages 61 & 62)

1 min.

B-Line Channel

Longitudinal or Transverse Brace

Load

Structure Allowable Lag Bolt

Connection Load * Dia ‘D’

Type

lbs. (kN) in. (mm)

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

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

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

37

of

Raafat S. Aboulhosn

Structural Engineer S 3913

Structural Steel

Detail 16

Case 1 Case 2

Bolt Diameter 'D'

ASTM A307 or Better

STRUCTURAL ATTACHMENTS

B-Line B3234

Bevel Washer

When Required

B-Line Adjustable Hinge

(See Page 59)

Lock Washer

Required

B-Line Adjustable Hinge

(See Page 59)

B-Line Adjustable Hinge

(See Page 59)

B3248

Case 3 1 /4” (6mm) thick

Case 4

sized to fit joist

B-Line Adjustable Hinge

(See Page 59)

B-Line Adjustable Hinge

(See Page 59)

Structure Allowable Bolt Diameter

Connection Load ‘D’

Type

lbs. (kN) in. (mm)

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.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

38

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.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

39

of

Raafat S. Aboulhosn

Structural Engineer S 3913

Concrete Attachments To Slab

HANGER ROD ATTACHMENTS

Minimum distance from edge of concrete

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

Expansion anchors

of diameter 'D'.

‘T’

Minimum embedment of

anchor in concrete is 'E'.

Rod Coupler, Hex Nut

& B200 Series Square Washer

(See Page 62)

All Threaded Rod

(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)

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

** See important notes on page 39.

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

used when seismic bracing is not required.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

40

HANGER ROD ATTACHMENTS

Concrete Attachments

Minimum distance from edge of

concrete to center of expansion

anchor is (10 x 'D').

1" (25mm) Min.

To Metal Deck

‘T’

E

Expansion anchors

of diameter 'D'.

All Threaded Rod

(See Page 57)

Load

Rod Coupler, Hex Nut

& B200 Series Square Washer

(See Page 62)

Light Weight Concrete

Allowable Minimum Minimum

Diameter Load ** Embedment Concrete

'D' (In Tension) 'E' Coverage ‘T’

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

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.

** See important notes on page 39.

Normal Weight Concrete

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" (63.5) 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)

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

** See important notes on page 39.

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

when seismic bracing is not required.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

41

of

Raafat S. Aboulhosn

Structural Engineer S 3913

Concrete Attachments

To Slab

HANGER ROD ATTACHMENTS

Minimum distance from edge of concrete

to center of bolt is (10 x 'D').

B2501 cast in place anchors

of diameter 'D'.

(See Page 75)

1" (25mm) Min.

Minimum embedment

of anchor in

concrete is 'E'.

Hex Nuts

& B200 Series

Square Washer

(See Page 62)

All Threaded Rod

(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)

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

** See important notes on page 39.

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

seismic bracing is not required.

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

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

42

HANGER ROD ATTACHMENTS

Concrete Attachments

Minimum distance from

edge of concrete to center

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)

All Threaded Rod

(See Page 57)

Load

Light Weight Concrete

Anchor Rod Allowable Minimum

Part Size Load ** Embedment

Number ‘D’ 'E'

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

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

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

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

** See important notes on page 39.

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

seismic bracing is not required.

Normal Weight Concrete

Anchor Rod Allowable Minimum

Part Size Load ** Embedment

Number ‘D’ 'E'

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

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

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

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

** See important notes on page 39.

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

seismic bracing is not required.

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

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

43

of

Raafat S. Aboulhosn

Structural Engineer S 3913

Concrete Attachments

To Slab

HANGER ROD ATTACHMENTS

Minimum distance from edge of concrete

to center of bolt is (10 x 'D').

B2500 Spot Insert with N2500

Insert Nut of thread size 'D'.

(See Page 76)

1" (25mm) Min.

B200 Series Square Washer

& Hex Nut

(See Page 62)

All Threaded Rod

(See Page 57)

Minimum embedment

of anchor in

concrete is 'E'.

Load

Square Nut

Part

Number

Minimum

Allowable

Thread Minimum Insert Distance

Load **

Size Embedment Between

(In Tension)

'D' 'E' Anchors

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

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)

* B-Line Figure B2500 in 3000 psi (20.7 MPa) minimum normal weight concrete.

** See important notes on page 39.

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

seismic bracing is not required.

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

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

44

HANGER ROD ATTACHMENTS

Concrete Attachments

Minimum distance from

edge of concrete to center

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

B200 Series Square Washer

& Hex Nut

(See Page 62)

Load

All Threaded Rod

(See Page 57)

Light Weight

Concrete

Square Nut

Part

Number

Minimum

Allowable

Thread Minimum Insert Distance

Load **

Size Embedment Between

(In Tension)

'D' 'E' Anchors

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

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)

* B-Line Figure B2500 in 3000 psi (20.7 MPa) minimum light weight concrete.

** See important notes on page 39.

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

Thread Minimum Insert Distance

Load **

Size Embedment Between

(In Tension)

'D' 'E' Anchors

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

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)

* B-Line Figure B2500 in 3000 psi (20.7 MPa) minimum normal weight concrete.

** See important notes on page 39.

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

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

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

45

of

Raafat S. Aboulhosn

Structural Engineer S 3913

Concrete Attachments

To Slab

HANGER ROD ATTACHMENTS

B-Line Channel Nut

(See Page 61)

B32I-12 or stronger

Concrete Insert attached to

concrete structure

(See Pages 77 & 78)

B200 Series Square

Washer, Hex Nut

(See Page 62)

All Threaded Rod

(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.

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

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

46

HANGER ROD ATTACHMENTS

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)

All Threaded Rod

ATR

(See Page 57)

Flat Washer or

B200 Series

Square Washer

& Hex Nut

(See Page 62)

All Threaded Rod

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’

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

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)

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

which may be used when seismic bracing is not required.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

47

of

Raafat S. Aboulhosn

Structural Engineer S 3913

Strut Attachments

Typical All Thread Rod Attachment to Strut

HANGER ROD ATTACHMENTS

B-Line Channel Nut

(See Page 61)

12 Ga. (2.6mm)

B-Line Channel

All Threaded Rod

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)

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

which may be used when seismic bracing is not required.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

48

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)

SEISMIC APPROVAL: To be used as a

vertical ATR support. Not usable as a

structural attachment for seismic brace.

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

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

49

of

Raafat S. Aboulhosn

Structural Engineer S 3913

HANGER ROD ATTACHMENTS & APPROVED COMPONENTS

SEISMIC APPROVAL: To be used as a

vertical ATR support. Not usable as a

structural attachment for seismic brace.

For Flange

ATR

Part No. Width Length

in. (mm) in. (mm)

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

Recommended Torque:

'U-Bolt" Nuts 150 in.-lbs. (16.9 N•m)

ATR Nuts 60 in.-lbs. (6.8 N•m)

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

ATR Allowable Load

Size lbs. (kN)

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

SEISMIC APPROVAL: To be used as a

vertical ATR support. Not usable as a

structural attachment for seismic brace.

For Flange

ATR

Part No. Width Length

in. (mm) in. (mm)

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)

6 pcs. 3 /8"-16 Hex Nuts

Recommended Torque:

'U-Bolt" Nuts 150 in.-lbs. (16.9 N•m)

ATR Nuts 60 in.-lbs. (6.8 N•m)

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

3 1 /4" (41mm) high channel.

ATR Allowable Load

Size lbs. (kN)

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

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

50

HANGER ROD ATTACHMENTS & APPROVED COMPONENTS

SEISMIC APPROVAL: To be used as a

vertical ATR support. Not usable as a

structural attachment for seismic brace.

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. B701 Type J-Hook only

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

3 pcs. 3 /8"-16 Hex Nuts

Recommended Torque:

'U-Bolt" Nuts 150 in.-lbs. (16.9 N•m)

ATR Nuts 60 in.-lbs. (6.8 N•m)

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

ATR Allowable Load

Size lbs. (kN)

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)

SEISMIC APPROVAL: To be used as a

vertical ATR support. Not usable as a

structural attachment for seismic brace.

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. B701 Type J-Hook only

1 pc. B500-5" U-Bolt only

3 pcs. 3 /8"-16 Hex Nuts

Recommended Torque:

'U-Bolt" Nuts 150 in.-lbs. (16.9 N•m)

ATR Nuts 60 in.-lbs. (6.8 N•m)

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

3 1 /4" (41mm) high channel.

ATR Allowable Load

Size lbs. (kN)

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)

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

51

of

Raafat S. Aboulhosn

Structural Engineer S 3913

HANGER ROD ATTACHMENTS & APPROVED COMPONENTS

SEISMIC APPROVAL: To be used as a

vertical ATR support. Not usable as a

structural attachment for seismic brace.

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

SEISMIC APPROVAL: To be used as a

vertical ATR support. Not usable as a

structural attachment for seismic brace.

Rod Size

Design

Part No. 'A' 'D' Load

in. (mm) lbs. (kN)

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

LISTED

U®

L

U®

L

U®

L

LISTED

US

Setscrew and

Locknut Included

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

SEISMIC APPROVAL: To be used as a

vertical ATR support. Not usable as a

structural attachment for seismic brace.

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'

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

52

HANGER ROD ATTACHMENTS & APPROVED COMPONENTS

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)

SEISMIC APPROVAL: To be used as a

vertical ATR support. Not usable as a

structural attachment for seismic brace.

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)

SEISMIC APPROVAL: To be used as a

vertical ATR support. Not usable as a

structural attachment for seismic brace.

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'

in. (mm) in. (mm)

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)

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

53

of

Raafat S. Aboulhosn

Structural Engineer S 3913

HANGER ROD ATTACHMENTS & APPROVED COMPONENTS

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

in. (mm) lbs. (kN)

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

U

® L

LISTED

U

® L

US

B3033

REVERSABLE BEAM CLAMP

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

in. (mm) lbs. (kN)

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

B3034

REVERSABLE BEAM CLAMP

SEISMIC APPROVAL: To be used as a

vertical ATR support. Not usable as a

structural attachment for seismic brace.

’B’

‘A’

‘B’

Part No. Width Diameter

in. (mm) in. (mm)

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

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

54

HANGER ROD ATTACHMENTS

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

ATR Allowable Load*

Size 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)

* Maximum load allowed for

ATR, actual load may be

determined by structural

steel capacity.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

55

of

Raafat S. Aboulhosn

Structural Engineer S 3913

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)

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

56

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

All Threaded Rod

Table 5

B22 Channel

Longitudinal or Transverse Brace

(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)

B-Line Channel

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)

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

57

of

Raafat S. Aboulhosn

Structural Engineer S 3913

APPROVED COMPONENTS

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

All Threaded Rod

(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

All Threaded Rod

(See Page 57)

B22 Channel

3 /8” Hex Nuts

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

& 3 / 8 "-16 Hex Nuts.

APPROVED COMPONENTS

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

All Threaded Rod

(See Page 57)

B22 Channel

Longitudinal or Transverse Brace

(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.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

58

APPROVED COMPONENTS

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)

Material Thickness: 1 /4" (6 mm)

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.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

59

of

Raafat S. Aboulhosn

Structural Engineer S 3913

APPROVED COMPONENTS

NOTE: B633 can be substituted for

B335-2, in any detail, provided the

hole diameter 'H' remains the same.

SEISMIC APPROVAL:

Longitudinal and Transverse

Brace Attachments

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)

Material Thickness: 1 /4" (6 mm)

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

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

60

APPROVED COMPONENTS

Channel Nuts

SEISMIC APPROVAL:

Longitudinal and Transverse

Brace Attachments

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.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

61

of

Raafat S. Aboulhosn

Structural Engineer S 3913

APPROVED COMPONENTS

Hardware

SEISMIC APPROVAL:

Longitudinal and Transverse

Brace Attachments

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

in. (mm) in. (mm)

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

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

62

APPROVED COMPONENTS

'A'

(Rod Size)

Hanger Rod

Not Included

C

U L

LISTED

U

® L

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

®

COOPER B-Line

B3100

Standard Clevis Hanger

Nominal Rod Size Design Load

Part No. Pipe Size 'A'

in. (mm) lbs. (kN)

*Not included when ordering standard

B3100 Series Clevis Hanger.

SEISMIC APPROVAL:

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)

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

63

of

Raafat S. Aboulhosn

Structural Engineer S 3913

APPROVED COMPONENTS

'A'

(Rod Size)

SEISMIC APPROVAL:

Transverse bracing of pipe (insulated

or non-insulated) and conduit.

'D'

Approvals: Complies with Manufacturers'

Standardization Society SP-69 Type 5.

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)

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

64

APPROVED COMPONENTS

Load

Bolt Size

SEISMIC APPROVAL:

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.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

65

of

Raafat S. Aboulhosn

Structural Engineer S 3913

APPROVED COMPONENTS

'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)

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

66

APPROVED COMPONENTS

Bolt Size

Seismic Approval:

Transverse and Longitudinal

Bracing of Pipe or Conduit.

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

8" (200mm). Complies with Federal Specification

WW-H-171E Type 4 and Manufacturers'

Standardization Society SP-69 Type 4.

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)

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

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

67

of

Raafat S. Aboulhosn

Structural Engineer S 3913

APPROVED COMPONENTS

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.

Seismic Approval:

Transverse bracing of copper tubing

(insulated or non-insulated).

B3104CT

Copper Tubing Clevis Hanger

Nominal Rod Size Design Load

Part No. Tubing Size 'A'

in. (mm) lbs. (kN)

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

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

68

APPROVED COMPONENTS

Bolts and Nuts

Included

Seismic Approval:

Transverse and Longitudinal

Bracing of Steel Pipe &

Copper Tubing.

Bolt Size

'L'

Approvals: Complies with Federal Specification

WW-H-171E Type 4 and Manufacturers'

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)

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

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)

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

Finish: For B3373CT is

Dura-Copper Epoxy Paint.

This non-metallic coating

eliminates dissimilar metal

contact between the hanger

and the copper tubing.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

69

of

Raafat S. Aboulhosn

Structural Engineer S 3913

APPROVED COMPONENTS

Vertical Load

Seismic Approval:

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.

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

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

70

APPROVED COMPONENTS

Vertical Load

Seismic Approval:

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.

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

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

71

of

Raafat S. Aboulhosn

Structural Engineer S 3913

APPROVED COMPONENTS

Seismic Approval:

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'

Seismic Approval:

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)

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

72

APPROVED COMPONENTS

Seismic Approval:

Structure Attachment

'A'

Hole Size

'C'

Material: Steel

'B'

Hole Spacing

Standard Finish: Plain or Electro-Plated Zinc

Service: Designed for brace attachment to the side of

wood beams.

6”

(152mm)

Ordering: Specify part number and finish.

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)

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

73

of

Raafat S. Aboulhosn

Structural Engineer S 3913

APPROVED COMPONENTS

'A

'T' 2

'A

'T' 1

B3234

Bevel Washer

Material: Malleable Iron

Standard Finish: Plain

Seismic Approval:

Structure Attachment

Service: Designed for attaching bolts to the taper

of an I-beam or channel flange.

Ordering: Specify part number and finish.

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”

in. (mm) in. (mm)

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) 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)

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

Material: Steel

Standard Finish: Plain

'A

Seismic Approval:

Structure Attachment

Service: Designed as a heavy-duty washer to

suspend hanger rods.

Ordering: Specify part number, hole size

and finish.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

74

APPROVED COMPONENTS

Seismic Approval:

Structure Attachment

Material: Steel

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'

in. (mm) in. (mm)

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)

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

75

of

Raafat S. Aboulhosn

Structural Engineer S 3913

APPROVED COMPONENTS

2”

(50.8mm)

3 1 /4”

(82.5mm)

Material: Steel

Seismic Approval:

Structure Attachment

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

Seismic Approval:

Structure Attachment

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

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

76

APPROVED COMPONENTS

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*

in. (mm) lbs. (kN)

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

Seismic Approval:

Structure Attachment

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.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

77

of

Raafat S. Aboulhosn

Structural Engineer S 3913

APPROVED COMPONENTS

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*

in. (mm) lbs. (kN)

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)

Seismic Approval:

Structure Attachment

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.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

78

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

To Convert From To Multiply By

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

To Convert From To Multiply By

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

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

79

of

Raafat S. Aboulhosn

Structural Engineer S 3913

APPENDIX - SEISMIC MAP

SEISMIC MAP *

3

2B

3

0

2A

1

2B

3

4

2A

3

2B

0

1

2A

4

3

2B

3

0

1

2A

1

4

3

1

2A

1

3

2B

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

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

80

This Page Has Been

Intentionally Left Blank

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

81

of

Raafat S. Aboulhosn

Structural Engineer S 3913

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)

Tables 1 & 2 for Seismic Force Level 0.30g (ASD)

Tables 1 & 2 for Seismic Force Level 0.45g (ASD)

Tables 1 & 2 for Seismic Force Level 0.50g (ASD)

Tables 1 & 2 for Seismic Force Level 0.75g (ASD)

Tables 1 & 2 for Seismic Force Level 1.00g (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.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

82

SUPPORT SPACING FOR SINGLE ROD HANGER PIPING

Table 1 - Maximum Hanger Spacing for Steel Pipe

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.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

83

of

Raafat S. Aboulhosn

Structural Engineer S 3913

SUPPORT SPACING FOR SINGLE ROD HANGER PIPING

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)

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)

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

84

SUPPORT SPACING FOR SINGLE ROD HANGER PIPING

Table 2 - Maximum Hanger Spacing for Copper Tubing

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

Tubing 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) 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)

Continued on following page.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

85

of

Raafat S. Aboulhosn

Structural Engineer S 3913

SUPPORT SPACING FOR SINGLE ROD HANGER PIPING

Table 2 - Maximum Hanger Spacing for Copper Tubing

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

Tubing 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)

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.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

86

SUPPORT SPACING FOR SINGLE ROD HANGER PIPING

Table 1 - Maximum Hanger Spacing for Steel Pipe

Seismic Force Level (g’s) 0.30g (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) 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)

Continued on following page.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

87

of

Raafat S. Aboulhosn

Structural Engineer S 3913

SUPPORT SPACING FOR SINGLE ROD HANGER PIPING

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)

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)

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

Raafat S. Aboulhosn

Structural Engineer S 3913

6 - 2 - 06

88

SUPPORT SPACING FOR SINGLE ROD HANGER PIPING

Table 2 - Maximum Hanger Spacing for Copper Tubing

Seismic Force Level (g’s) 0.30g (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

Tubing 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) 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)

Continued on following page.

COOPER B-Line

509 West Monroe Street

Highland, Illinois 62249

Phone: 800-851-7415

Fax: 618-654-1917

Date:

Page No.

Sheet Number:

6 - 2 - 06

89

of

Raafat S. Aboulhosn

Structural Engineer S 3913

SUPPORT SPACING FOR SINGLE ROD HANGER PIPING

Table 2 - Maximum Hanger Spacing for Copper Tubing

Seismic Force Level (g’s) 0.30g (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

Tubing 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)

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)