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The beam in Figure 2(a) supports a uniform dead load of 4 kip/ft. Using the Influence Line (IL) diagram for the moment at point C shown in Figure 2(b), calculate the maximum positive moment at C. M 10 ft A 10 ft Figure 2 (a) 5 C 10 ft B x (ft) 0 20 30 10 Figure 2(b)

The beam in Figure 2(a) supports a uniform dead load of 4 kip/ft. Using the Influence Line (IL) diagram for the moment at point C shown in Figure 2(b), calculate the maximum positive moment at C. M 10 ft A 10 ft Figure 2 (a) 5 C 10 ft B x (ft) 0 20 30 10 Figure 2(b)

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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The beam in Figure 2(a) supports a uniform dead load of 4 kip/ft. Using the Influence Line (IL) diagram for the moment at point C shown in Figure 2(b), calculate the maximum positive moment at C. M 10 ft A 10 ft Figure 2 (a) 5 C 10 ft B x (ft) 0 20 30 10 Figure 2(b)
Transcribed Image Text:The beam in Figure 2(a) supports a uniform dead load of 4 kip/ft. Using the Influence Line (IL) diagram for the moment at point C shown in Figure 2(b), calculate the maximum positive moment at C. M 10 ft A 10 ft Figure 2 (a) 5 C 10 ft B x (ft) 0 20 30 10 Figure 2(b)
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