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For the beam illustrated in the figure, find the locations and magnitudes of the maximum tensile bending stress due to Mand t

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900 lbf # 2goolff RA 15 - 2900 x 15 o + 900 x 5:5 = 0 RA2 2570 lbf *5.5 in 15in 5.5in RB RB > 1230 abf RA qoolbot Eth 어 -330Auraje sheer stress Vman Area 900 666.66 psi N. 075618 man shear stress shear stress old Average 2 old 66666 psi 1000 psi

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