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A 4 m b 6kN/m 2 kN/m The equivalent resultant force acting on the beam is zero and the resultant couple moment is 6 KN?m clockwise. (Figure 1) Part A Determine the length b of the triangular load. b = ? Part B Determine the position a of the triangular load on the beam. a= ?

A 4 m b 6kN/m 2 kN/m The equivalent resultant force acting on the beam is zero and the resultant couple moment is 6 KN?m clockwise. (Figure 1) Part A Determine the length b of the triangular load. b = ? Part B Determine the position a of the triangular load on the beam. a= ?

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter8: Influence Lines
Section: Chapter Questions
Problem 10P
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A 4 m b 6kN/m 2 kN/m The equivalent resultant force acting on the beam is zero and the resultant couple moment is 6 KN?m clockwise. (Figure 1) Part A Determine the length b of the triangular load. b = ? Part B Determine the position a of the triangular load on the beam. a= ?
Transcribed Image Text:A 4 m b 6kN/m 2 kN/m The equivalent resultant force acting on the beam is zero and the resultant couple moment is 6 KN?m clockwise. (Figure 1) Part A Determine the length b of the triangular load. b = ? Part B Determine the position a of the triangular load on the beam. a= ?
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