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Compute the ff. A) Solve the vertical reaction at point A using slope deflection method. B) Solve the vertical reaction at point B using slope deflection method. C) Solve the vertical reaction at point C using slope deflection method. D) Solve the moment reaction at point A using slope deflection method.

Compute the ff. A) Solve the vertical reaction at point A using slope deflection method. B) Solve the vertical reaction at point B using slope deflection method. C) Solve the vertical reaction at point C using slope deflection method. D) Solve the moment reaction at point A using slope deflection method.

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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Compute the ff.

A) Solve the vertical reaction at point A using slope deflection method.

B) Solve the vertical reaction at point B using slope deflection method.

C) Solve the vertical reaction at point C using slope deflection method.

D) Solve the moment reaction at point A using slope deflection method.

 

Situation 1: Considering the beam provided below: E = 210 GPa and I = 200x106 mm². The beam is loaded as follows: Uniformly distributed vertical load of intensity 10 kN/m at member AB 2-40 kN downward point load acting at 2 m. and 4 m. respectively from point B. The beam is supported as follows: Fixed support at point A Roller support at points B and C 10 kN/m 6m 40 KN 40 KN B 2m 2m 3m • A) Solve the vertical reaction at point A using slope deflection method. • B) Solve the vertical reaction at point B using slope deflection method. C) Solve the vertical reaction at point C using slope deflection method. • D) Solve the moment reaction at point A using slope deflection method.
Transcribed Image Text:Situation 1: Considering the beam provided below: E = 210 GPa and I = 200x106 mm². The beam is loaded as follows: Uniformly distributed vertical load of intensity 10 kN/m at member AB 2-40 kN downward point load acting at 2 m. and 4 m. respectively from point B. The beam is supported as follows: Fixed support at point A Roller support at points B and C 10 kN/m 6m 40 KN 40 KN B 2m 2m 3m • A) Solve the vertical reaction at point A using slope deflection method. • B) Solve the vertical reaction at point B using slope deflection method. C) Solve the vertical reaction at point C using slope deflection method. • D) Solve the moment reaction at point A using slope deflection method.
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