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Problem 8.41 Draw the influence lines for the shear in panel DE and the bending moment at E of the girder with floor system shown. B D E F G H -7 panels at 18 ft= 126 ft- FIG. P8.41, P8.42

Problem 8.41 Draw the influence lines for the shear in panel DE and the bending moment at E of the girder with floor system shown. B D E F G H -7 panels at 18 ft= 126 ft- FIG. P8.41, P8.42

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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**Problem 8.41** Draw the influence lines for the shear in panel DE and the bending moment at E of the girder with the floor system shown. The figure depicts a horizontal girder divided into 7 equal panels, each measuring 18 feet, culminating in a total length of 126 feet. The girder is supported at several points: - The supports are located under points B, C, D, and F. - The panels between supports are as follows: AB, BC, CD, DE, EF, FG, GH. To address the problem, influence lines for both shear in panel DE and the bending moment at point E need to be constructed. The influence line represents how the shear force and bending moment at a specific point in the structure change as a unit load moves across the length of the girder.
Transcribed Image Text:**Problem 8.41** Draw the influence lines for the shear in panel DE and the bending moment at E of the girder with the floor system shown. The figure depicts a horizontal girder divided into 7 equal panels, each measuring 18 feet, culminating in a total length of 126 feet. The girder is supported at several points: - The supports are located under points B, C, D, and F. - The panels between supports are as follows: AB, BC, CD, DE, EF, FG, GH. To address the problem, influence lines for both shear in panel DE and the bending moment at point E need to be constructed. The influence line represents how the shear force and bending moment at a specific point in the structure change as a unit load moves across the length of the girder.
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