The flexural rigidity, EI, is constant from point A to point D. Use point A as the origin for the x and y axes. Always use 3 decimal place in your final answer if it is not whole number. (Macaulay's Method) What is the slope at point A? in terms of 1/EI What is the deflection at point B? in terms of 1/EI What is the deflection at point C? in terms of 1/EI What is the reaction at the hinge support A? in kN (use 3 decimal places) What is the slope at point D? in terms of 1/EI What is the reaction at the roller support D? in kN (use 3 decimal places)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The flexural rigidity, EI, is constant from point A to point D. Use point A as the origin for the x and y axes. Always use 3 decimal place in your final answer if it is not whole number. (Macaulay's Method)

What is the slope at point A? in terms of 1/EI
What is the deflection at point B? in terms of 1/EI
What is the deflection at point C? in terms of 1/EI
What is the reaction at the hinge support A? in kN (use 3 decimal places)
What is the slope at point D? in terms of 1/EI
What is the reaction at the roller support D? in kN (use 3 decimal places)

A
6 kN/m
6m
60 kN
B
150 kN m
3m
80 kN
↓
с
3m
Transcribed Image Text:A 6 kN/m 6m 60 kN B 150 kN m 3m 80 kN ↓ с 3m
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