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5:13 4GE 40% X https://www.chegg.com/homew < C Chegg Learn on the go = Chegg Open in app EN 13.37 through 13.45 Determine the reactions and draw the shear and bending moment diagrams for the structures shown in Figs. P13.37-P13.45 using the method of consistent deformations. 40 6m kN/m FIG. P13.44 120 kN·m B C DS From 008A A .4 m 4 m El = constant m Show transcribed image text This problem has been solved! You'll get a detailed solution from a subject matter expert that helps you learn core concepts. See Answer 15 ft 2.5 k/ft FIG. P13.44 B C D A F 10 ft 10 ft- El = constant 50 k-ft

5:13 4GE 40% X https://www.chegg.com/homew < C Chegg Learn on the go = Chegg Open in app EN 13.37 through 13.45 Determine the reactions and draw the shear and bending moment diagrams for the structures shown in Figs. P13.37-P13.45 using the method of consistent deformations. 40 6m kN/m FIG. P13.44 120 kN·m B C DS From 008A A .4 m 4 m El = constant m Show transcribed image text This problem has been solved! You'll get a detailed solution from a subject matter expert that helps you learn core concepts. See Answer 15 ft 2.5 k/ft FIG. P13.44 B C D A F 10 ft 10 ft- El = constant 50 k-ft

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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5:13 4GE 40% X https://www.chegg.com/homew < C Chegg Learn on the go = Chegg Open in app EN 13.37 through 13.45 Determine the reactions and draw the shear and bending moment diagrams for the structures shown in Figs. P13.37-P13.45 using the method of consistent deformations. 40 6m kN/m FIG. P13.44 120 kN·m B C DS From 008A A .4 m 4 m El = constant m Show transcribed image text This problem has been solved! You'll get a detailed solution from a subject matter expert that helps you learn core concepts. See Answer
Transcribed Image Text:5:13 4GE 40% X https://www.chegg.com/homew < C Chegg Learn on the go = Chegg Open in app EN 13.37 through 13.45 Determine the reactions and draw the shear and bending moment diagrams for the structures shown in Figs. P13.37-P13.45 using the method of consistent deformations. 40 6m kN/m FIG. P13.44 120 kN·m B C DS From 008A A .4 m 4 m El = constant m Show transcribed image text This problem has been solved! You'll get a detailed solution from a subject matter expert that helps you learn core concepts. See Answer
15 ft 2.5 k/ft FIG. P13.44 B C D A F 10 ft 10 ft- El = constant 50 k-ft
Transcribed Image Text:15 ft 2.5 k/ft FIG. P13.44 B C D A F 10 ft 10 ft- El = constant 50 k-ft
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