Find the deflection at the point of application of the load. The moment diagram for the load P is triangular with a magnitude of PL/4 at the center of the beam. The mome diagram for the unit load at the center of the beam is the same shape with a magnitude of L/4 at the center of the beam. Use P = 1 kips, E = 29,000 ksi, L = 7 ft, and I = 20 it Provide your answer in inches to three decimals. Eエ EI/2 t 42 /2
Find the deflection at the point of application of the load. The moment diagram for the load P is triangular with a magnitude of PL/4 at the center of the beam. The mome diagram for the unit load at the center of the beam is the same shape with a magnitude of L/4 at the center of the beam. Use P = 1 kips, E = 29,000 ksi, L = 7 ft, and I = 20 it Provide your answer in inches to three decimals. Eエ EI/2 t 42 /2
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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