Steel Beam Calculation Solution
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Description
Experience Level: Intermediate
Lift well division steel 2.5m long.
Two fixed point loads of 1701.9 Newtons at 0.5m from each side.
Maximum deflection in BS EN81-1 of 5mm allowed.
Propose to use 150x150x23 RSC with 403cm4 Inertia.
I would like to know the maximum deflection on thisbeam and whether it will be within the maximum 5mm allowance as per the code?
I would like you to show clear working outof answer.
Two fixed point loads of 1701.9 Newtons at 0.5m from each side.
Maximum deflection in BS EN81-1 of 5mm allowed.
Propose to use 150x150x23 RSC with 403cm4 Inertia.
I would like to know the maximum deflection on thisbeam and whether it will be within the maximum 5mm allowance as per the code?
I would like you to show clear working outof answer.
Paul W.
100% (1)Projects Completed
1
Freelancers worked with
1
Projects awarded
100%
Last project
24 Apr 2017
United Kingdom
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