Situation 1 - For the continuous beam shown in the figure, determine the following: 12 kN/m P = 50 kN 2. Moment equation for points A and B. A. 3MA + MB + 81 = 0 B. 6MA + 3MB + 27 = 0 3 m 4. Moment at B. 3. Moment equation for points A, B, and C. A. 3MA + 14MB + 381 = 0 B. 6MA + 18MB + 461 = 0 A. 20.46 kN-m B. 17.64 kN-m B 2m C. D. C. D. C. D. 4 m 2m MA + 3MB + 81 = 0 2MA + MB + 27 = 0 с 4MA + 16MB + 299 = 0 6MA + 12MB + 310 = 0 27.24 kN-m 24.94 kN-m

Situation 1 - For the continuous beam shown in the figure, determine the following: 12 kN/m P = 50 kN 2. Moment equation for points A and B. A. 3MA + MB + 81 = 0 B. 6MA + 3MB + 27 = 0 3 m 4. Moment at B. 3. Moment equation for points A, B, and C. A. 3MA + 14MB + 381 = 0 B. 6MA + 18MB + 461 = 0 A. 20.46 kN-m B. 17.64 kN-m B 2m C. D. C. D. C. D. 4 m 2m MA + 3MB + 81 = 0 2MA + MB + 27 = 0 с 4MA + 16MB + 299 = 0 6MA + 12MB + 310 = 0 27.24 kN-m 24.94 kN-m

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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