The cantilever beam is subjected to a concentrated load of P=34 kips. The cross-sectional dimensions of the wide-flange

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The cantilever beam is subjected to a concentrated load of P=34 kips. The cross-sectional dimensions of the wide-flange

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The Cantilever Beam Is Subjected To A Concentrated Load Of P 34 Kips The Cross Sectional Dimensions Of The Wide Flange 1
The Cantilever Beam Is Subjected To A Concentrated Load Of P 34 Kips The Cross Sectional Dimensions Of The Wide Flange 1 (22.88 KiB) Viewed 43 times
The cantilever beam is subjected to a concentrated load of P=34 kips. The cross-sectional dimensions of the wide-flange shape are shown in the second figure. Assume yH​=2.5 in., yK​=1.9 in., d=10 in., tW​=0.227 in., tf​=0.309 in., bf=6.77 in. Determine: (a) the shear stress τH​ at point H, which is located 2.5 in. below the centroid of the wide-flange shape. (b) the maximum horizontal shear stress τmax​ in the wide-flange shape. Answers: (a) τII​= ksi. (b) τmax​= ksi,
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