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Civil Engineering
4 KN 3KN 5m č 5 m E Sm G 5m

4 KN 3KN 5m č 5 m E Sm G 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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For the truss given below: 4 KN 3KN 5m č 5m E G 5m 5m The reaction at Ay is | kN (two decimal places) The reaction at Hx is kN (two decimal places) The reaction at Hy is kN (two decimal places) Internal force BD is kN. (+ for tension, - for compression , two decimal places) Internal force BE is kN (+ for tension, - for compression , two decimal places) Internal force CE is kN (+ for tension, - for compression , two decimal places)
Transcribed Image Text:For the truss given below: 4 KN 3KN 5m č 5m E G 5m 5m The reaction at Ay is | kN (two decimal places) The reaction at Hx is kN (two decimal places) The reaction at Hy is kN (two decimal places) Internal force BD is kN. (+ for tension, - for compression , two decimal places) Internal force BE is kN (+ for tension, - for compression , two decimal places) Internal force CE is kN (+ for tension, - for compression , two decimal places)
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