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Consider the T-beam shown in (Figure 1). Suppose that w = 15 kN/m. Part A Determine the maximum shear stress in the beam at p

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Isomme som Y=ZAT YAY,LA247 somm 10-06m - y = 150x30x165] + [150x30xis] [150x30x2] T = 120mm = 0.12m- JELITACY-T ) fiz J50x30°SfA= 41:25KN. 6fp = (41.25 - (1543)] =-3-75KY | SEC= -3.75 - 16-875 * - 20.625 kn ---- It. Imax@c = Vc Amox : := 20-625*103 x

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