2. Derive the equations for slope and deflection for the beam in the Figure. If E= 29,000 ksi, I = 50 in.,and L= 10 ft, compute the values of slope and deflection at x = ¾ L. (DOUBLE INTEGRATION METHOD) 5 kips/ft 25 kips/ft 1 300 kip. ft
2. Derive the equations for slope and deflection for the beam in the Figure. If E= 29,000 ksi, I = 50 in.,and L= 10 ft, compute the values of slope and deflection at x = ¾ L. (DOUBLE INTEGRATION METHOD) 5 kips/ft 25 kips/ft 1 300 kip. ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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