A simple beam of length carries L = 5m a uniform load of intensity q = 5.8
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Assuming Ïallow, calculate the required section modulus S. Then select an 200 mm wide-flange beam (W shape) from Table E-1(b) Appendix E, and recalculate taking into account the weight of beam. Select a new 200 mm beam if necessary.
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P=22.5 kN 1.5m 5.8 kN/m
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NUMERICAL DATA Statics qL P 515 kN R A R B 515 kN LOCATE POINT OF ZERO SHEAR Great...View the full answer
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