Q7 A girder having a span of 18 m is simply supported at the ends. It is traversed by a train of loads as shown in Fig. the 50 kN load loading. Find the maximum bending moment using influence line diagrams (ILD). 100 kN 200 kN 100 kN 50 KN W₁ B 3 m 2m W₂ 3m W₂ C 18 m W₁

Q7 A girder having a span of 18 m is simply supported at the ends. It is traversed by a train of loads as shown in Fig. the 50 kN load loading. Find the maximum bending moment using influence line diagrams (ILD). 100 kN 200 kN 100 kN 50 KN W₁ B 3 m 2m W₂ 3m W₂ C 18 m W₁

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.9P

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Question

Q7 A girder having a span of 18 m is simply supported at the ends. It is traversed by a train of
loads as shown in Fig. the 50 kN load loading. Find the maximum bending moment using
influence line diagrams (ILD).
100 kN
200 kN
100 kN
50 KN
W₁
B
3 m
2m
W₂
3m
W₂
C
18 m
W₁

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