4 in. 1.183 in. 0.5 in. M = 3 kip-ft 45° -4 in. 1.183 in. 10.5 in.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Determine the bending stress at point A of the beam using the result obtained in Prob. 6–106. The moments of inertia of the cross-sectional area about the z and y axes are Iz = Iy = 5.561 in4 and the product of inertia of the cross sectional area with respect to the z and y axes is Iyz = −3.267 in4
Transcribed Image Text:4 in.
1.183 in.
0.5 in.
M = 3 kip ft
45°
4 in.-
1.183 in.
10.5 in.
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