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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
When I use allowable stress design, how can I get depth of N.A and resultant force of Compression at triangle section? It''s Reinforced Concrete...
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