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Engineering, 25.04.2020 02:13 live4dramaoy0yf9

A simple span beam with a uniformly distributed dead load of 1.1 k/ft, including the self-weight, and concentrated dead loads of 3.4 kips and live loads of 6.0 kips at the third points of a 24-ft span, is to be designed with lateral supports at the third points and live load deflection limited to 1/360 of the span. Use the correct Cb, and be sure to check shear. Determine the least-weight Wshape to carry the loads.

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A simple span beam with a uniformly distributed dead load of 1.1 k/ft, including the self-weight, an...
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