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3) If change the height of the rise and the length of span (set 1=30m, f-8m), but the ratio fll remains unchangeable, how the reactions and bending moments vary? 10kN 1kN/m E f= 8m 7.5m k 7.5m 7.5m L. 7.5m

3) If change the height of the rise and the length of span (set 1=30m, f-8m), but the ratio fll remains unchangeable, how the reactions and bending moments vary? 10kN 1kN/m E f= 8m 7.5m k 7.5m 7.5m L. 7.5m

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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3) If change the height of the rise and the length of span (set 1=30m, f=8m), but the ratio fl remains unchangeable, how the reactions and bending moments vary? 10kN 1kN/m E f= 8m X e 7.5m- 1.5m 7.5m 1.5m
Transcribed Image Text:3) If change the height of the rise and the length of span (set 1=30m, f=8m), but the ratio fl remains unchangeable, how the reactions and bending moments vary? 10kN 1kN/m E f= 8m X e 7.5m- 1.5m 7.5m 1.5m
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