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Problem 1 Using the slope-deflection equations, compute the moment and vertical reactions at supports A and C of the beam below. El is constant. Problem 2 A 9 m D 20 kN/m 80 kN Į B 3 m 3 m c

Problem 1 Using the slope-deflection equations, compute the moment and vertical reactions at supports A and C of the beam below. El is constant. Problem 2 A 9 m D 20 kN/m 80 kN Į B 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 1** Using the slope-deflection equations, compute the moment and vertical reactions at supports A and C of the beam below. EI is constant. The diagram illustrates a beam structure with the following details: - **Supports:** - Fixed support at A - Roller support at B - Fixed support at C - **Loads:** - A uniformly distributed load (UDL) of 20 kN/m acts on the segment from A to B, covering a length of 9 meters. - A point load of 80 kN acts downward at a distance of 3 meters from point B. - **Distances:** - The distance between points A and B is 9 meters. - The distance from point B to the reaction at support C is 3 meters. **Objective:** Determine the moment and vertical reactions at supports A and C using the slope-deflection method, assuming the flexural rigidity (EI) of the beam is constant.
Transcribed Image Text:**Problem 1** Using the slope-deflection equations, compute the moment and vertical reactions at supports A and C of the beam below. EI is constant. The diagram illustrates a beam structure with the following details: - **Supports:** - Fixed support at A - Roller support at B - Fixed support at C - **Loads:** - A uniformly distributed load (UDL) of 20 kN/m acts on the segment from A to B, covering a length of 9 meters. - A point load of 80 kN acts downward at a distance of 3 meters from point B. - **Distances:** - The distance between points A and B is 9 meters. - The distance from point B to the reaction at support C is 3 meters. **Objective:** Determine the moment and vertical reactions at supports A and C using the slope-deflection method, assuming the flexural rigidity (EI) of the beam is constant.
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