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influence lines, calculate the shear force and bending moment at a section 8 m from the left hand support when the leading 150 kN load is at 5 m from the left hand support. 6 kNm 150 150 150 150 kN kN kN kN 2m|2 AF k k 8 m 2m 2 m 1.5 m W₁ W₁ 20 m W₁ W₂ D 7.5 m * B

influence lines, calculate the shear force and bending moment at a section 8 m from the left hand support when the leading 150 kN load is at 5 m from the left hand support. 6 kNm 150 150 150 150 kN kN kN kN 2m|2 AF k k 8 m 2m 2 m 1.5 m W₁ W₁ 20 m W₁ W₂ D 7.5 m * B

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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Q6 Four equal loads of 150 kN each equally spaced at 2 m apart followed by a udl of 60 kN/m at a distance of 1.5 m from the last 150 kN load cross a girder of 20 m span from right to left. Using
Transcribed Image Text:Q6 Four equal loads of 150 kN each equally spaced at 2 m apart followed by a udl of 60 kN/m at a distance of 1.5 m from the last 150 kN load cross a girder of 20 m span from right to left. Using
influence lines, calculate the shear force and bending moment at a section 8 m from the left hand support when the leading 150 kN load is at 5 m from the left hand support. 6 kNm 150 150 150 150 kN KN kN KN 12m|2m|2m|1.5 m W₁ W₂ W3 W₁ k D K T 8m 20 m 7.5 m m B
Transcribed Image Text:influence lines, calculate the shear force and bending moment at a section 8 m from the left hand support when the leading 150 kN load is at 5 m from the left hand support. 6 kNm 150 150 150 150 kN KN kN KN 12m|2m|2m|1.5 m W₁ W₂ W3 W₁ k D K T 8m 20 m 7.5 m m B
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