Draw the shear and moment curves for the beam in Figure 5.17a. Sketch the deflected shape. Figure
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Draw the shear and moment curves for the beam in Figure 5.17a. Sketch the deflected shape.
Figure 5.17a
Transcribed Image Text:
M = 148 kip.ft A 10 kips R = 20.8 kips hinge B 54 kips w = 9 kips/ft 27 kips 46-46 2 Re= 70.2 kips -6- D
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We begin the analysis by computing the reaction at support C using a free body of member BCD Summing ...View the full answer
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Related Book For
Fundamentals Of Structural Analysis
ISBN: 9780073398006
5th Edition
Authors: Kenneth Leet, Chia-Ming Uang, Joel Lanning
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