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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)

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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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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