The cross-section shown is used to support the loads on the beam below. The moment of inertia of the section is |= 1384 in and distance of the centroid of the section from the bottom is y = 5.8 in. [MA=4000 lb-ft, w=900 lb/ft, P=1500 lb, a = 5 ft, b = 8 ft, c = 3 ft, d = 6 ft] Ma W d 15 in. 1.5ink k1.5 in. Cross section of the beam Determine the maximum tension bending stress at any location along the beam. 2 in
The cross-section shown is used to support the loads on the beam below. The moment of inertia of the section is |= 1384 in and distance of the centroid of the section from the bottom is y = 5.8 in. [MA=4000 lb-ft, w=900 lb/ft, P=1500 lb, a = 5 ft, b = 8 ft, c = 3 ft, d = 6 ft] Ma W d 15 in. 1.5ink k1.5 in. Cross section of the beam Determine the maximum tension bending stress at any location along the beam. 2 in
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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