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lution: The beam section shown is subjected to a shear force. following locations: Calculate the shear stress at the At B (fl
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1211 3.3 o, 3 5.7 & Tmax = TO 4 TB = V.ay Inaxb = 12000 x 12 x 3 x( 3.3 -3)) 390.68 12 = 165.opsi max = 12000 12 +0.3 X4 X 0.

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