Question

3) The machine casting and casting cross-section shown are subject to a shear force V 5000 lbs. Determine the shear flow (q) and the shear stress (t) at the interface between the top flange (4x0.5) and the web (0.5x1.5). The neutral axis is 1.477 inches from the bottom and the centroidal moment of inertia 0.7278 in4 4 in. 2 in. 0.3 in. 0.5 in. 4.) For the cantilever beam loading shown in the figure for problem 3 (concentrated load at the free end), determine the equation of the moment for the loaded beam (equation of the elastic curve). Then using the process of integration, determine the deflection and slope at the free end. You can 3 please show all work
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/m o-<in 2ǐn 477m shuas Hoo at aa ye O.Sin - (yxo.S(-230.2) NA o-727gin 0、7278 7730(0,621 os Lb/in 07278 10621 os lbl ー.FL.).

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