Find the rotation at B for the beam and loading below. The moment diagram for the load P is linear and had magnitude zero at A and PL at C. The moment diagram for a unit moment at B is zero from A to B and unity from B to C. Use P = 1.9 kips, E = 29,000 ksi, L = 11 ft, a 5 ft, and I = 340 in". Rotations are in radians. Realistic values of rotation are very small in structures. When you input your answer, multiply the number by 1e6 (enter the value in micro-radians). For example if you calculate 0.003572, provide your answer as 3572.

Find the rotation at B for the beam and loading below. The moment diagram for the load P is linear and had magnitude zero at A and PL at C. The moment diagram for a unit moment at B is zero from A to B and unity from B to C. Use P = 1.9 kips, E = 29,000 ksi, L = 11 ft, a 5 ft, and I = 340 in". Rotations are in radians. Realistic values of rotation are very small in structures. When you input your answer, multiply the number by 1e6 (enter the value in micro-radians). For example if you calculate 0.003572, provide your answer as 3572.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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