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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

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

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