A beam of l meters span simply supported at the ends carries a central load w. the overall depth of beam section 300mm with horizontal flanges each of 200mmx20mm and a web of 260mm×10mm. if the maximum shear stress is to be 45 n/mm2 and maximum bending stress is 150 n/mm2, then calculate the value of centrally applied load w and span l.
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sorry I don't know but I am trying to answer your question
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