CRANE GIRDER DESIGN BS5950
 

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DESIGN OF CRANE GIRDER BS5950

CRANE CAPACITY
WEIGHT OF CRANE BRIDGE & END CARRIAGE
WEIGHT OF CRAB
SPAN BETWEEN CRANE RAILS 
SPAN OF CRANE GIRDER
MINIMUM HOOK APPROACH TO GIRDER
No. of Wheels
WHEEL CENTRES IN END CARRIAGE
WEIGHT OF GIRDER
GRADE OF STEEL
DESIGN STRENGTH, Py
MODULUS OF ELASTICITY OF STEEL,E
HEIGHT OF RAIL, Hr
LOAD FACTOR

I.1  SHEAR CAPACITY
I.1.1  SHEAR BUCKLING CAPACITY
I.2  MOMENT CAPACITY
I.3  MAJOR AXIS BENDING
I.4  HORIZONTAL MOMENT CAPACITY
I.5  LATERAL TORISONAL BUCKLING
I.6  COMBINED VERTICAL & HORIZONTAL MOMENT CAPACITY
I.7  UNSTIFFENED WEB BEARING CAPACITY
I.8  UNSTIFFENED WEB BUCKLING CAPACITY
I.9  VERTICAL DEFLECTION
I.10  HORIZONTAL DEFLECTION
I.11  LOCAL COMPRESSION UNDER WHEEL

Calculation Reference
Crane Design
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BS5950
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Structural Design
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Submitted On:
03 Aug 2017
Submitted By:
LEKHRAJ004
File Date:
14 Jul 2017
File Author:
LEKHRAJ
File Version:
1.0
File Size:
366.71 Kb
File Type:
xlsm
Downloads:
43
Rating:
stars/4.gifTotal Votes:2
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Comments  

 
#1 JohnDoyle[Admin] 2017-08-03 06:39
A well set out example of structural design. A great debut calculation. I have awarded a free six month XLC Pro subscription by way of thanks.
 

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