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Problem 3 Using slope-deflection equations, determine the end moments of all members of the frame below. EI is constant and all members are axially rigid. B 30 kN/m 3 m A 3 m 3 m C

Problem 3 Using slope-deflection equations, determine the end moments of all members of the frame below. EI is constant and all members are axially rigid. B 30 kN/m 3 m A 3 m 3 m C

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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**Problem 3** Using slope-deflection equations, determine the end moments of all members of the frame below. EI is constant and all members are axially rigid. **Diagram Explanation:** - The diagram depicts a rectangular frame with vertical members AB and CD. Each vertical member has a length of 3 meters. - Horizontal member BC connects points B and C and is also 3 meters long. - At point A, there is a fixed support on the left end of the frame. - A uniformly distributed load of 30 kN/m is applied horizontally along member AB, directed from left to right. - There is another fixed support at point D at the bottom of member CD. This setup describes a structural frame subjected to loading conditions ideal for applying the slope-deflection method to find the internal moments at joints A, B, C, and D.
Transcribed Image Text:**Problem 3** Using slope-deflection equations, determine the end moments of all members of the frame below. EI is constant and all members are axially rigid. **Diagram Explanation:** - The diagram depicts a rectangular frame with vertical members AB and CD. Each vertical member has a length of 3 meters. - Horizontal member BC connects points B and C and is also 3 meters long. - At point A, there is a fixed support on the left end of the frame. - A uniformly distributed load of 30 kN/m is applied horizontally along member AB, directed from left to right. - There is another fixed support at point D at the bottom of member CD. This setup describes a structural frame subjected to loading conditions ideal for applying the slope-deflection method to find the internal moments at joints A, B, C, and D.
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