1.183 in. 0.5 in. 4 in. 45° 1.183 in. f0.5 in. | M = 3 kip - ft -4 in.-

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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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. (See Appendix A.)

1.183 in.
0.5 in.
4 in.
45°
1.183 in.
f0.5 in. |
M = 3 kip - ft
-4 in.-
Transcribed Image Text:1.183 in. 0.5 in. 4 in. 45° 1.183 in. f0.5 in. | M = 3 kip - ft -4 in.-
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