41 22 13.13-001 Bp 6 OPS Bridge Crane - Garney Construction

Garney Construction 

785 E Warren 

Gardner, KS 66030 

Phone: 816-278-5950 

Fax: 816-278-5931 

SUBMITTAL ITEM 

O. 41 2213.13-001 

PACKAGE O: 41 2213.13 

TITLE: 

PROJECT: 

DRAWIG: 

STATUS: 

BIC: 

Bp 6 OPS Bridge Crane 

Ward County Pump Station Project 

OPN 

FNI 

REQUIRED START: 

REQUIRED FIISH: 

DAYS HELD: 0 

DAYS ELAPSED: 1 

DAYS OVERDUE: 0 

RECEIVED FROM 

KC DOP 

SET TO 

FNI 

NL 

RETURED BY 

FNI NL 

FORWARDED TO 

KC DOP 

Revision 

o. Description / Remarks Received Sent Returned Forwarded Status Sepias Prints 

Drawing 

Date HeldElapsed 

001 Bp 6 OPS Bridge Crane 5/21/2012 5/22/2012 OPN 0 0 0 1 

Please mark submittal RUSH. 

To whom it may concern: 

This submittal contains information and shop drawings pertaining to specification section 41 22 13.13, Bridge Cranes. 

Please note: 

1. This submittal contains the crane components, shop drawings, and electrical components, but the electrical and control 

wiring schematics will be submitted under a separate cover at a later date. 

2. Factory test will be followed per section 41 22 13.13-1.02.C 

3. Manufacturer's Representative for Startup and Testing will be provided per section 41 22 13.13-1.02.D. 

If you have any questions or need any additional information please contact Luke Messer at 816-536-7187. 

Thanks, 


Ward County Pump Station Project 

Submittal o. 41 2213.13-001 

This submittal has been reviewed and approved with respect to 

the contract documents and specification section41 2213.13 

Approval or acceptance of the submittal does not relieve the 

vendor of their responsibility to comply with the contract 

documents. 

Supplier/Sub: KC 

Date: ______________ Reviewed by: _________________ 

Expedition ®

Calculation number: 

DO12041701 

Printed by .................... PRGDOP 

Printing date: ............. 05/22/2012 

Printing time: ............ 7:22 AM Page: 1 (2) 

CRANE DATA 

1 General 

Crane type ..............................................................................CXTD15-TON x 33.5ft Hol:23.38ft 

Span ..........................................................................................33'-6" 

Crane load (SWL) ...............................................................30 000 lbs 

Number of hoists ................................................................1 pc 

Hoist 1 

Trolley type ........................................................................Standard 

Hoist load ..........................................................................30 000 lbs 

Hoisting height .............................................................23'-4 1/2" [max 24'-7 1/4" ] 

Hoist type .........................................................................CXT60410160P65FDD0F 

Hoist group ......................................................................FEM M5 (2m) 

Hoisting speed ..............................................................19/3.3 ft/min 2 - speed 

Trolley traversing speed ..............................................65 ft/min Stepless 

Weight of one hoist and trolley ..............................2 880 lbs 

Trolley rail gauge...............................................................5'-6 15/16" 

Crane use ................................................................................Indoor 

Crane group ...........................................................................CMAA C 

Bridge traveling group .....................................................FEM M5 (2m) 

Bridge traveling speed......................................................100 ft/min 

Stepless 

Dynamic coefficient for load .......................................1.15 

Dynamic coefficient dead load ...................................1.10 

Crane acceleration time..................................................4.7 s 

Weight of crane (with hoists) .......................................11 740 lbs 

Weight of crane bridge (without hoists) .................8 860 lbs 

Weight of one end carriage ...........................................1 120 lbs 

Weight of one crane traveling machinery .............40 lbs 

Weight of bridge panel ....................................................60 lbs 

Weight of one main girder ............................................2 900 lbs 

Weight of crane service platform ................................N/A 

Note! The maximum current of crane includes the starting current of hoisting motor(s) 

and nominal current of trolley and bridge traveling motors. The nominal current of 

crane includes the nominal current of hoisting, trolley and bridge motors. Maximum or 

nominal currents of crane do not include the currents of additional accessories, such as 

lamps, magnets etc.






Main girder type (Welded box) ...................................14.5/20.5/0.25/0.38/0.25/0.38-34.8 

Service platform type........................................................N/A 

Surface preparation / painting type ........................Standard / RAL1028 

2 Electrical 

Main voltage .........................................................................460 V /60 Hz 

Control voltage .....................................................................115 V 

Nominal power of crane .................................................26.9 hp 

Main fuse size at bridge panel ...................................50 A 

Maximum current of crane *) ........................................155.9 A 

Nominal current of crane *) ...........................................38.9 A 

Power factor at starting current .................................0.60 

Power factor at nominal current ...............................0.88 

Note! The maximum current of crane includes the starting current of hoisting motor(s) 

and nominal current of trolley and bridge traveling motors. The nominal current of 

crane includes the nominal current of hoisting, trolley and bridge motors. Maximum or 

nominal currents of crane do not include the currents of additional accessories, such as 

lamps, magnets etc.






COMPONENTS AND ADDITIONAL FEATURES DATA 

1 Selected components and additional features 

(Included in the component package) 

Electric hoist 1: 1 x CXT60410160P65FDD0F 

- 1 pcs Overload protector (HS03) 

- 1 pcs Drum brake (HS07); STD 

- 1 pcs Mechanical overload device (LOA08) 

- 1 pcs Trolley travel inverter braking resistor type (FC02); STD 

End Carriages: 2 x ECN25-3264-H41383B0000-N 

- Joint: B-TOP-H_-STD-S 

- Buffer: D2240 

- 1 pcs End carriages with primer paint only (PAI05); S 

Traveling machinery: 2 x GES4B0PS2BOF06LA100-6400N 

Bridge panel: 1 x CRANELP6-1QQ400-76JE 

- 1 pcs 2-step limit switch, bridge traveling (slow+stop) (LIM12); YES 

- 1 pcs Stainless steel bridge control panel (PAN04) 

- 1 pcs Bridge travel inverter braking resistor type (FC03); STD 

Trolley speed control (Hoist 1): 1 x DYNADRIVE022FXXTNS 

Bridge speed control: 1 x DYNADRIVE022FXXTNS 

Trolley power supply [- festoon] package: 1 x QQSMD14M60P676102- 

- 1 pcs Sticker set (ST09); 4 

- 1 pcs Length of hoist cable free end to bridge panel(E1) (PS22); 7200 

- 1 pcs Length of hoist cable free end to hoist panel (E2) (PS23); 6200 

-AddNam (AddLm_Cod); AddFeaSubVar 

Push button station: 1 x PENDAX08-2221NC00-069P0

Calculation number: ... DO12041701 

Printed by ...................... PRGDOP 

Printing date: ................ 05/22/2012 

Printing time: ................. 7:22 AM Page: 2 (2) 

- 1 pcs Plug-in connector for pendant cable (ELE16); PE3 

2 NOT selected components 

(NOT included in the component package) 

3 Local additional features 

(Supplied locally. NOT included in the component package)





Printing time: ............ 7:21 AM Page: 1 (2) 

CRANE WHEEL LOAD DATA 

1 Wheel load drawing 

2 Crane information 

Crane type CXTD15-TON x 33.5ft Buffer type 

D2240 

Hol:23.38ft 

Span (Spa) 33'-6" Wheel base (Wb) 10'-4" 

Load (SWL) 30 000 lbs Crane rail in calculati ASCE40 

Crane group CMAA C Wheel groove 2 1/2" 

Crane speed 100 ft/min Guide Rol – wheel Dis 0" 

Crane weight 11 740 lbs Crane travel limit switc2-step 

3 Hoist information 

Hoist Hoist type Hoist group Hoisting speed 

Hoist 1 Main CXT60410160P6 FEM M5 (2m) 19/3.3 ft/min 

Hoist 1 Aux 

4 Vertical wheel loads 

Wheel NR1 NR2 NR3 NR4 

Rmax Stc 18.1 kips 16.5 kips - - 

Rmin Stc - - 3.7 kips 3.6 kips 

Note! The inertia forces are acting on the crane structure only during acceleration 

and deceleration of the crane movement. Inertia forces and guiding forces do not act 

simultaneously. Guiding force S can also locate in wheel NR4.






Rmax 

Dyn 

Rmin 

Dyn 

20.6 kips 18.7 kips - - 

- - 4.1 kips 4.0 kips 

5 Horizontal wheel loads (according to DIN 4132 + 15018 and FEM) 

5.1 Inertia forces (from driving mechanisms) HM2 = 1.4 kips 

5.2 Max. Wheel loads along each crane runway Kr = 1.1 kips 

5.3 Buffer force for dimensioning the crane runway end stop Bf = 7 kips 

5.4 Forces coming from skewing 

5.4.1 Guiding (contact) force (S= HS2 + HS4) S = 5.5 kips 

5.4.2 Friction forces due to oblique travel HS2 = 4.5 kips HS4 = 1.0 kips 

Note! The inertia forces are acting on the crane structure only during acceleration 

and deceleration of the crane movement. Inertia forces and guiding forces do not act 

simultaneously. Guiding force S can also locate in wheel NR4.






TROLLEY WHEEL LOAD DATA 

Hoist 1 

1 General 

Hoist load (SWL) ................................................................30 000 lbs 

Hoisting height .................................................................23'-4 1/2" [max 24'-7 1/4" ] 

Hoist type .............................................................................CXT60410160P65FDD0F 

Hoist group .........................................................................FEM M5 (2m) 

Trolley traversing duty group ......................................FEM M5 (2m) 

Hoisting speed ...................................................................19/3.3 ft/min 2-speed 

Trolley traversing speed ..................................................65 ft/min Stepless 

Weight of hoist and trolley ...........................................2 880 lbs 

2 Wheel load drawing 

3 Wheel load data 

Distance between wheel centers (L15).....................4'-11" 

Trolley rail gauge (Gau__)..............................................5'-6 15/16" 

Static Wheel load (load + trolley / trolley only) (NR1) 

9 262 lbs / 857 lbs









Dynamic Wheel load (load and trolley wgt.) (NR1) 10.6 kips 




9 073 lbs / 554 lbs 

7 348 lbs / 893 lbs 

7 198 lbs / 577 lbs






ELECTRICAL COMPONENT DATA 

1 General 


Crane main / control voltage.......................................460 V /60 Hz / Control 115 V 

Nominal power of crane .................................................26.9 hp 

Maximum / nominal current of crane *) ................155.9 A / 38.9 A 

Power factor at starting / nominal current .........0.60 / 0.88 

2 Bridge panel 

Bridge panel type ...............................................................CRANELP6-1QQ400-76JE 

Bridge panel length / weight (preliminary)........3'-11" / 60 lbs 

Main fuse size at bridge panel ...................................50 A 

3 Hoist speed control 

Hoist 1 

Type MAIN.........................................................................2 – speed 

Control method / Location .........................................2SP / Trolley panel 

4 Trolley speed control 

Hoist 1 

Type ........................................................................................DYNADRIVE022FXXTNS, stepless 

Control method / Location .........................................EP / Trolley panel 

Adjusted acceleration time .........................................3.6 s 

Nominal current margin ............................................1.4 

Maximum current margin .........................................1.4 

5 Bridge speed control 

Type ...........................................................................................DYNADRIVE022FXXTNS, stepless 

Voltage ......................................................................................460 V 

Control method / Location ............................................EP / Bridge panel 

Adjusted acceleration time ............................................5.2 s 

Nominal current margin ...............................................1.6 

Maximum current margin ...........................................1.2






6 Trolley power supply [festoon] 

Hoist 1 

Type ........................................................................................QQSMD14M60P676102- 

Hoist main power cable type .....................................FC0804 FLAT 

Distance between cable trolleys ...............................6'-0" 

Cable trolley type ............................................................KC-023571 

Free cable length at bridge panel end .................23'-7" 

Free cable length at hoist panel end ....................20'-4" 

Voltage drop of trolley power supply ....................






MOTOR DATA 

1 General 


Span ..........................................................................................33'-6" 


Crane voltage ........................................................................460 V 

2 Hoisting motor 

Hoist 1 

Motor code .......................................................................P6 

Motor type ........................................................................1 x MF13Z-106 

Synchronized speed ....................................................3 600 / 600 r/min 

Duty group ......................................................................FEM M5 (2m) 

Nominal power .............................................................24.1/4 hp 

Duty factor ......................................................................60 % ED 

Starting torque (High Speed) ..................................75.2 lbf-ft 

Starting current (High Speed) ................................149.0 A 

Nominal current (High Speed) ..............................32.0 A 

Power factor at starting current ...........................0.60 

Power factor at nominal current .........................0.88 

3 Trolley traversing motor 

Hoist 1 

Motor type ...........................................................................MF06LA20P 

Motor voltage .....................................................................261 V 

Number of motors ............................................................2 ps 

Synchronized speed .......................................................1 800 / r/min 

Nominal speed ..................................................................1 800 / r/min 

Duty group ..........................................................................FEM M5 (2m) 

Nominal power ................................................................0.5 hp 

Duty factor .........................................................................40 % ED 

Starting torque (High Speed) .....................................5.2 lbf-ft 

Starting current (High Speed) ...................................2.8 A 

Note! The supplied motor data plates have typically power and current values labeled 

for 40%ED (S3) use and hoisting motor for FEM M4 (1Am) duty. Therefore the data plate 

values might vary from the above-calculated actual values, which are based on the 

actual use and duty group of the crane.






Nominal current (High Speed) .................................1.8 A 

4 Bridge traveling motor 

Motor type ................................................................................... MF06LA100 

Motor voltage.............................................................................. 380 V 

Number of motors .................................................................... 2 ps 

Synchronized speed ............................................................... 4 800 / r/min 

Nominal speed .......................................................................... 4 320 / r/min 

Duty group .................................................................................. FEM M5 (2m) 

Nominal power ......................................................................... 0.8 hp 

Duty factor .................................................................................. 40 % ED 

Starting torque (High Speed) ............................................. 4.1 lbf-ft 

Starting current (High Speed) ........................................... 3.1 A 

Nominal current (High Speed) ......................................... 1.6 A 

Note! The supplied motor data plates have typically power and current values labeled 

for 40%ED (S3) use and hoisting motor for FEM M4 (1Am) duty. Therefore the data plate 

values might vary from the above-calculated actual values, which are based on the 

actual use and duty group of the crane.






END CARRIAGE AND TRAVELING MACHINERY DATA 

1 General 


Span ..........................................................................................33'-6" 


2 End carriage 

End carriage type ...............................................................ECN25-3264-H41383B0000-N 

Bridge traveling group .....................................................FEM M5 (2m) 

Maximum static wheel load ........................................18.1 kips 

Maximum dynamic wheel load .................................20.6 kips 

Maximum wheel load along rail ..............................1.1 kips 

CMAA Equivalent durability wheel load - Pe ..13 950 lbs 

CMAA Guide for max. durability wheel load - P 16 416 lbs > Pe 

Wheel Hardness ...................................................................280.0 BHN 

Runway rail type ..............................................................ASCE40 

Minimum allowed wheel diameter ..........................9 5/8" 

Calculated bearing life time ........................................42 620 h 

Bending stress of end carriage .....................................12.3 ksi 

Deflection of end carriage .............................................1/16" 

Wheel groove .........................................................................2 1/2" 

Joint type ...............................................................................B-TOP-H_-STD-S 

Buffer type .............................................................................D2240 

Buffer length ........................................................................2 5/8" 

Buffer diameter ...................................................................3 1/8" 

Buffer center from top of crane rail .........................5 7/8" 

3 Traveling machinery 

Machinery type ...................................................................GES4B0PS2BOF06LA100-6400N 

Number of traveling machinery ................................2 pc 

Nominal power of motor (High / Low Speed) ......0.8 hp






Synchronized speed of motor (High / Low Speed) 4 800 / r/min 

Nominal speed of motor (High / Low Speed) .......4 320 / r/min 

Nominal torque of motor (High Speed) ...................1.0 lbf-ft 

Gear ratio ...............................................................................107.8 

Nominal bridge speed (High / Low Speed)............100 ft/min 

Practical bridge speed (High Speed) .........................106.0 ft/min 

Stepless 

Acceleration time ...............................................................5.2 s (< 4.7 s) 

Electrical braking distance ..........................................5'-5 3/16" 

Mechanical braking distance ......................................2'-3" 

Thermal loading per motor ..........................................0.67 hp 

Number of starts per hour .............................................N/A 

Torque margin .....................................................................1.84 (>=1) 

Power margin .......................................................................1.23 (>=1)






MAIN GIRDER DATA 

1 Main girder data 


Main girder type code (Welded box) ........................14.5/20.5/0.25/0.38/0.25/0.38-34.8 

Flange width (B__)..............................................................1'-2 1/2" 

Web height (H__) .................................................................1'-8 1/2" 

Thickness of web (T1_) (item 2) ..................................1/4" (Material: 34.8 ksi) 

Thickness of web (T3_) (item 3) ..................................1/4" (Material: 34.8 ksi) 

Thickness of bottom flange (T2_) (item 4) .............3/8" (Material: 34.8 ksi) 

Thickness of top flange (T4_) (item 1) .....................3/8" (Material: 34.8 ksi) 

Thickness of web strengthening plates (T7_) (item 9) 1/4" (Material: 34.8 ksi) 

Actual web height at girder end (JoiMinWebHgtT1_) 1'-8 7/8" 

Min. web height at girder end (JoiMinWebHgtT1_) 7 7/8" (with T1-plate) 

Min. web height at girder end (JoiMinWebHgtT7_) 7 7/8" (with T7 plate) 

Thickness of diaphragms (DiaTd_) (item 5) .......1/4" (34.8 ksi) 

Distance between diaphragms (DiaMod) ...............6'-0" 

Flange flaps (F1_,F2_,F3_,F4_).......................................2" / 2" / 2" / 2" 

Stiffener type (items 6 and 7) ...................................... 

Stiffener distance from top flange (StiH1_,2_,3_,4_) 0" / 0" / 0" / 0" 

Trolley rail type (item 10) ............................................2"x1" 

Trolley end stop distance from runway rail center Panel s.: 0" / Non panel s.: 

3/16" 

2 Main girder dimensions






Note! The shape of girder end is not to scale and not according to crane layout. If the 

stiffener distance is "0", the stiffener is not needed.






3 Main girder welding 

Main girder welding according to .............................CSW01_1B1 – standard crane welding 

Longitudinal welding of web-top plate under rail Full penetration weld 

Trolley rail welding .........................................................Step weld - Indoor use 

4 Main girder (and service platform) weights and area 

Number of main girders .................................................2 ps 

Weight of one main girder / length unit...............85 lbs/ft 

Weight of one main girder ............................................2 900 lbs 

Weight of crane service platform ................................N/A 

Service platform type........................................................N/A 

Surface area of main girder .........................................510 ft² 

Surface area of crane service platform ...................N/A 

5 Calculated values 

Vertical deflection (load and trolley) ......................7/16" < 7/16" 

Vertical deflection (overall)..........................................15/32" < 1 7/32" 

Horizontal deflection .......................................................1/16" < 13/16" 

Vertical frequency without load ................................11.40 > 2.00 Hz 

Vertical frequency with load .......................................4.60 > 2.51 Hz 

Horizontal frequency .......................................................9.1 > 1.80 Hz 

Max allowed buffer force ...............................................116.9 kips 

Fatigue calculation (Point 1) ......................................0.40






Distance of Y-Axis .............................................................7 11/16" 

Moment of inertia IXX .....................................................1 794 in^4 

Moment of inertia IYY ......................................................535 in^4 

Note! The surface areas include the multipliers for painting wastage (i.e. the 

area is not actual area if the wastage multiplier is not =1). The surface area of 

main girder includes the area of end carriages.






6 Calculated values 


Main girder type code (Welded box) ........................14.5/20.5/0.25/0.38/0.25/0.38-34.8 

Points Normal Shear Flange X Flange Z Equivalen Allowed Eq. 

t 

1 -9.5 -1.6 -10.3 10.1 20.9 

2 13.3 1.1 13.3 20.9 

3 11.3 0.4 11.3 20.9 

4 -11.4 -0.2 11.4 20.9 

5 

6 

7 

8 

All values in ksi 

7 Stress calculation points 

Single Girder 

PROFILE 

Double 

Girder 

Single 

Girder 

BOX 

Double 

Girder 

BOX





Printing time: ............ 7:20 AM Page: 6 (6)

CLDB01B2 

LOWEST POINT OF ROOF OR OTHER EQUIPMENT (LIGHTS...) 

11’-11 1/4" 28’-8 1/2" 

5’-4 1/2" 

5’-1/2" 

10’-4" 

23’-4" 

5’-6 7/8" 

2’-11 5/8" 

Min. 8 1/2" 

24’-5 3/8" 1’-10 1/4" 

A 

A 

3’-3" 

23’-1" 

CXT60410160P6 

CABLE CHANNEL 

5’-0" 4" 

23’-4 1/2" 

Min. 2" 

Min. 1 1/8" 

15 Ton 

Min. 3’-0" Min. 3’-0" 

33’-6" 

Max. 1’-1 3/4" 

RAIL ASCE40 

Max. 5 7/8" 

3’-4 7/8" 

RAIL ASCE40 

Min. 8 1/2" 

MAX. STATIC WHEEL LOAD 18.1 kips 

ECN25-3264-H41383B0000-N 

INDICATE NORTH DIRECTION 

IMPORTANT 

TECHNICAL DATA 

MODIFY, IF REQUIRED, AND APPROVE ONE 

SET OF PRINTS AND RETURN WITHIN TWO 

WEEKS OF DRAWING DATE. ANY DELAY IN 

RETURNING AN APPROVED PRINT MAY MEAN 

A DELAY IN SHIPMENT. 

APPROVED______________________ 

BY____________________________ 

DATE__________________________ 

= = 

LOAD........................................ 

SPAN........................................ 

LIFTING HEIGHT..................... 

HOISTING SPEED................... 

TROLLEY SPEED.................... 

BRIDGE SPEED...................... 

WEIGHT OF TROLLEY............ 

WEIGHT OF BRIDGE.............. 

POWER SUPPLY..................... 

CRANE GROUP....................... 

PART LIST 

A-A 

4" 

4" 

2’-10" 

3 1/4" 

5 7/8" 

15 Ton 

33’-6" 

23’-4 1/2" 

19/3.3 ft/min 2-SPEED 

65 ft/min STEPLESS 

100 ft/min STEPLESS 

2880 lbs 

8860 lbs 

460 V / 115 V / 60 Hz 

CMAA C 

34’-4 5/8" 

CUSTOMER ORGANIZES SAFE 

PLATFORM FOR CRANE SERVICE 

DRAWING NOT IN SCALE 

DOP/PRG 

4/17/2012 15 Ton CXTD Crane 


Gardner 

DO12041701

41 22 13.13-001 Bp 6 OPS Bridge Crane - Garney Construction

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