The cantilever beam is subjected to a concentrated load of P=52kips. The cross-sectional dimensions of the wide-flange s

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The cantilever beam is subjected to a concentrated load of P=52kips. The cross-sectional dimensions of the wide-flange s

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The Cantilever Beam Is Subjected To A Concentrated Load Of P 52kips The Cross Sectional Dimensions Of The Wide Flange S 1
The Cantilever Beam Is Subjected To A Concentrated Load Of P 52kips The Cross Sectional Dimensions Of The Wide Flange S 1 (48.72 KiB) Viewed 38 times
The cantilever beam is subjected to a concentrated load of P=52kips. The cross-sectional dimensions of the wide-flange shape are shown in the second figure. Assume yH​=4.6 in., yK​=2.4 in., d=12.5 in., tw​=0.247 in., tf​=0.464in.,bf​=7in. Determine: (a) the shear stress τH​ at point H, which is located 4.6 in. below the centroid of the wide-flange shape. (b) the maximum horizontal shear stress τmax​ in the wide-flange shape. Answers: (a) τH​= ksi. (b) τmax​= ksi.
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