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28 December, 12:34

Select the most economical W section of 50ksi steel for a 40 ft simple beam that supports a service concentrated load PL=30k at the midspan is laterally unbraced except at its ends and center line. If the maximum permissible center line deflection is 1/1000 of the span. Neglect beam weight.

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  1. 28 December, 12:51
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