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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
BS5950
Structural Design

Submitted By:
LEKHRAJ (LEKHRAJ004)
Submitted On:
03 Aug 2017
File Size:
366.71 Kb
Downloads:
76
File Version:
1.0
File Author:
LEKHRAJ
Rating:
Total Votes:3
Comments: 2
adeaustralia 10 months ago
Hi Lekhraj,

Very excellent piece of work.

I have question regarding with section G "Girder Selection". Seems like something missing when you choose channel option error I am getting macro is missing !button 14_click.

Also how do you calculate box section girder here? any suggestions for further development!

thanks,

Ashok
JohnDoyle[Admin] 2 years ago
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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