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 unitmoment at B is zero from A to B and unity from B to C. Use P = 1.4 kips, E = 29,000 ksi, L= 16 ft, a = 7 ft, and I = 310 in4. Rotations are in radians. Realistic values of rotation arevery 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 answeras 3572.

Draw the moment diagram of the beam as follows. Draw the MEI diagram of the beam as follows. The…

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 Band unity from B to C. Use P = 1.4 kips, E = 29,000 ksi, L = 16 ft, a = 7 ft, and I = 310 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 Band unity from B to C. Use P = 1.4 kips, E = 29,000 ksi, L = 16 ft, a = 7 ft, and I = 310 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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