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(1) Braw the influence lines for: (a) the moment at C, (b) the vertical reaction at A, and (c) the vertical reaction at B. Note: There is a short link at E (Allows rotation as a hinge connection). Make sure to label values. (ii) Determine the maximum moment at C. A D C B E 5 ft 5 ft -10 ft- 10 ft- Figure 3

(1) Braw the influence lines for: (a) the moment at C, (b) the vertical reaction at A, and (c) the vertical reaction at B. Note: There is a short link at E (Allows rotation as a hinge connection). Make sure to label values. (ii) Determine the maximum moment at C. A D C B E 5 ft 5 ft -10 ft- 10 ft- Figure 3

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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(1) Braw the influence lines for: (a) the moment at C, (b) the vertical reaction at A, and (c) the vertical reaction at B. Note: There is a short link at E (Allows rotation as a hinge connection). Make sure to label values. (ii) Determine the maximum moment at C. A D C B E 5 ft 5 ft -10 ft- 10 ft- Figure 3
Transcribed Image Text:(1) Braw the influence lines for: (a) the moment at C, (b) the vertical reaction at A, and (c) the vertical reaction at B. Note: There is a short link at E (Allows rotation as a hinge connection). Make sure to label values. (ii) Determine the maximum moment at C. A D C B E 5 ft 5 ft -10 ft- 10 ft- Figure 3
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