A. Determine the maximum positive shear and bending moment at B due to the series of three moving concentrated loads. 125 kN 100 kN 50 kN в -2 mt- 3 m– 3 m 6 m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter9: Application Of Influence Lines
Section: Chapter Questions
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A. Determine the maximum positive shear and bending moment at B due to the series of three
moving concentrated loads.
125 kN 100 kN
50 kN
B
-2 m-t-3 m
3 m
6 m
B. Determine the maximum tensile axial force in member DJ due to the series of three moving
concentrated loads.
125 kN 100 kN
50 kN
E
F
G
2 m-3 m
m
H
K
6 panels at 4 m 24 m
C. Determine the ABSOLUTE maximum shear and moment in a 15-m long simply supported
beam due to the series of three moving concentrated loads.
125 kN 100 kN
50 kN
- 2 m–3 m-
Transcribed Image Text:A. Determine the maximum positive shear and bending moment at B due to the series of three moving concentrated loads. 125 kN 100 kN 50 kN B -2 m-t-3 m 3 m 6 m B. Determine the maximum tensile axial force in member DJ due to the series of three moving concentrated loads. 125 kN 100 kN 50 kN E F G 2 m-3 m m H K 6 panels at 4 m 24 m C. Determine the ABSOLUTE maximum shear and moment in a 15-m long simply supported beam due to the series of three moving concentrated loads. 125 kN 100 kN 50 kN - 2 m–3 m-
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9781337630931
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