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Determine the moments at all supports. Support B settles 10 mm, and El is constant. Take E = 200 GPa, I = 200x106 mm4 10 kN 6 kN/m 12 kN•m A C 3EI 6 m 4 m 2EI 4 m B 10 mm

Determine the moments at all supports. Support B settles 10 mm, and El is constant. Take E = 200 GPa, I = 200x106 mm4 10 kN 6 kN/m 12 kN•m A C 3EI 6 m 4 m 2EI 4 m B 10 mm

Structural Analysis
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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- 3. Мав = -12 kN-m; Мва = 64.58 kN-m; Мвс = -64.58 kN-m; Мсв = -146.69 kN-m
Transcribed Image Text:- 3. Мав = -12 kN-m; Мва = 64.58 kN-m; Мвс = -64.58 kN-m; Мсв = -146.69 kN-m
Determine the moments at all supports. Support B settles 10 mm, and El is constant. Take E = 200 GPa. I = 200x106 mm4 10 KN 12 kN•m 6 kN/m A 3EI 6 m 4 m 2EI 4 m B 10 mm 1₁ C
Transcribed Image Text:Determine the moments at all supports. Support B settles 10 mm, and El is constant. Take E = 200 GPa. I = 200x106 mm4 10 KN 12 kN•m 6 kN/m A 3EI 6 m 4 m 2EI 4 m B 10 mm 1₁ C
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