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Using hand calculations draw the influence lines listed below, and check your results with LINPRO (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 B Hinge C D 2 m 2 m 2 m 4 m E

Using hand calculations draw the influence lines listed below, and check your results with LINPRO (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 B Hinge C D 2 m 2 m 2 m 4 m E

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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Using hand calculations draw the influence lines listed below, and check your results with LINPRO (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 B Hinge C D 2 m 2 m 2 m 4 m E
Transcribed Image Text:Using hand calculations draw the influence lines listed below, and check your results with LINPRO (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 B Hinge C D 2 m 2 m 2 m 4 m E
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