The unequal-leg angle is subjected to a bending moment of M, -20 kip-in. that acts at the orientation as shown in the figure. The centroid of the section is located at 1.2818 in. from the bottom and 0.7818 in. from the right edge. Also, Ia- 3.9640 in', I,-1.9201 in and I -1.6159 in'. Solve to determine: 0.375 in, H. 4.0 in. M. TIp 0.375 in. (a) the orientation of the ncutral axis relative to the +z axis. Show its location on a sketch of the cross section. 3.0 in. o7818 (b) the bending stresses at points Hand K. (e) the magnitudes and locations of maximum tension and the maximum compression bending stresses in the cross section
The unequal-leg angle is subjected to a bending moment of M, -20 kip-in. that acts at the orientation as shown in the figure. The centroid of the section is located at 1.2818 in. from the bottom and 0.7818 in. from the right edge. Also, Ia- 3.9640 in', I,-1.9201 in and I -1.6159 in'. Solve to determine: 0.375 in, H. 4.0 in. M. TIp 0.375 in. (a) the orientation of the ncutral axis relative to the +z axis. Show its location on a sketch of the cross section. 3.0 in. o7818 (b) the bending stresses at points Hand K. (e) the magnitudes and locations of maximum tension and the maximum compression bending stresses in the cross section
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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