Check the proposed timber beam due to flexural


A simply supported square timber beam is span 5.0m and spaced 3.0m the dead load and imposed load was found to 1.5knM2 respectively. proposed one size for the timber beam by considering timber from group A and standard grade to resist the load. check the proposed timber beam due to flexural and shear. 

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Civil Engineering: Check the proposed timber beam due to flexural
Reference No:- TGS0506856

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