Concentrated loads of Px = 35 kips, Py = 23 kips, and P₂ = 17 kips are applied to the cantilever beam in the locations and directions shown in the figure. The beam cross-section is also shown. [b = 12 in., h = 4 in., a = 6.1 in.] K K h h b a a a a b a Determine the first moment of area to be used about the x-axis. (Qx) Answer: in³
Determine the first moment of area to be used about the y-axis. (Qy) Answer: in³
Determine the total normal stress at K. O-8480 psi O-13490 psi O-15170 psi O-12240 psi -10340 psi
Determine the shear stress at K. 308 psi O608 psi 430 psi 488 psi 165 psi
Concentrated loads of Px = 35 kips, Py = 23 kips, and P₂ = 17 kips are applied to the cantilever beam in the locations a
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Concentrated loads of Px = 35 kips, Py = 23 kips, and P₂ = 17 kips are applied to the cantilever beam in the locations a
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