A beam ABC with an overhang from B to C is constructed of a C 10 x30 channel section ( see figure and Table E-3 ). The beam supportsits own weight ( again, see TableE-3 ) plus a uniform load ofintensity q acting on the overhang. The allowable stresses intension and compression are 19,000 psi and 13,000 psi,respectively.
1. Determine the allowable uniform load . allowable q
2. Draw the complete shear and moment diagrams.
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