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16 kN A B 4.5 m 4.5 m 12 kN/m C 6 m El is constant all across the structure. 72 kN.m A D 4.5 m 4.5 m

16 kN A B 4.5 m 4.5 m 12 kN/m C 6 m El is constant all across the structure. 72 kN.m A D 4.5 m 4.5 m

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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Use the slope deflection method to analyse the frame shown in the Figure by introducing hinges and corresponding redundant bending moments at points B and C. Plot the bending moment (M) and shear force (V) diagrams for the loading shown.

 

  1. Find XI - XI is associated with the unit moment at B. 
  2. Find X2- X2 is associated with the unit moment at C. 
  3. Based on X1 and X2: Find Rx (Horizontal reaction at A) 
  4. Based on X1 and X2: Find Ry (Vertical reaction at A) 
16 kN A B 4.5 m 4.5 m 12 kN/m C 6 m El is constant all across the structure. 72 kN.m A D 4.5 m 4.5 m
Transcribed Image Text:16 kN A B 4.5 m 4.5 m 12 kN/m C 6 m El is constant all across the structure. 72 kN.m A D 4.5 m 4.5 m
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