The cross-sectional dimensions of a beam are shown. Assume bf=3.375 in., tf=tw=0.3125 in. and d=3 in. (a) If the bending stress at point K is 2050 psi (T), determine the internal bending moment Mz acting about the z centroidal axis of the beam. (b) Determine the bending stress σH at point H (positive if tension, negative if compression).
The cross-sectional dimensions of a beam are shown. Assume bf=3.375 in., tf=tw=0.3125 in. and d=3 in. (a) If the bending stress at point K is 2050 psi (T), determine the internal bending moment Mz acting about the z centroidal axis of the beam. (b) Determine the bending stress σH at point H (positive if tension, negative if compression).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The cross-sectional dimensions of a beam are shown. Assume bf=3.375 in., tf=tw=0.3125 in. and d=3 in.
(a) If the bending stress at point K is 2050 psi (T), determine the internal bending moment Mz acting about the z centroidal axis of the beam.
(b) Determine the bending stress σH at point H (positive if tension, negative if compression).
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