Using hand calculations draw the influence lines listed below (a) Support Reactions (b) Shear and moment at D (c) Shear and moment at C Determine the design (extreme) values of these Internal actions when considering that the structure carries a dead load of 10 kN/m, a moving load of 15kN/m over a 3m long trail, and a concentrated moving load of 30 kN. A Hinge B C D 2 m 2 m 2 m 4 m E

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Using hand calculations draw the influence lines listed below
(a) Support Reactions
(b) Shear and moment at D
(c) Shear and moment at C
Determine the design (extreme) values of these Internal actions when considering that the
structure carries a dead load of 10 kN/m, a moving load of 15kN/m over a 3m long trail, and a
concentrated moving load of 30 kN.
A
Hinge
B
C
D
2 m
2 m
2 m
4 m
E
Transcribed Image Text:Using hand calculations draw the influence lines listed below (a) Support Reactions (b) Shear and moment at D (c) Shear and moment at C Determine the design (extreme) values of these Internal actions when considering that the structure carries a dead load of 10 kN/m, a moving load of 15kN/m over a 3m long trail, and a concentrated moving load of 30 kN. A Hinge B C D 2 m 2 m 2 m 4 m E
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