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A contractor has selected a W14x74 simply supported beam for a high rise construction project. The span length for the provided beam is set at 30 feet. The maximum factored applied moment is determined to be 400 kip*ft. What is the required bracing location for the beam?
A) 15 feet
B) no bracing needed
C) 22 feet
D) 19 feet
who to we calculate the RL at first point.
i am facing some problem in solving the problem of elongation due to self weight suspended from fixed support in the conical bar
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