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The cantilever beam is subjected to a concentrated load of P = 52 kips. The cross-sectional…
The cantilever beam is subjected to a concentrated load of P = 52 kips. The cross-sectional dimensions of the wide-flange shape are shown in the second figure. Assume yH = 3.2 in., yK = 1.8 in., d = 10.8 in., tw = 0.354 in., tf = 0.414 in., bf = 6.62 in. Determine:
(a) the shear stress τH at point H, which is located 3.2 in. below the centroid of the wide-flange shape.
(b) the maximum horizontal shear stress τmax in the wide-flange shape.
Chapter 9, Supplemental Question 035 The cantilever beam is subjected to a concentrated load of P = 52 KIps. The cross-sectional dimensions of the wide-flange shape are shown in the second figure. Assume yH-3.2 In., Ук = 1,8 in.’ d = 10.8 in.’ tw- 0.354 in, 0.414 in., b6.62 In. Determine: (a) the shear stress T at point H, which is located 3.2 in. below the centroid of the wide-flange shape (b) the maximum horizontal shear stress τǐuas in the wide-n ange shape. Answers: (a) TH = ksi (b) fmax ksi
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