Analyze the frame in Figure P11.32 by moment distribution. Draw the shear and moment curves. Compute the
Question:
Analyze the frame in Figure P11.32 by moment distribution. Draw the shear and moment curves. Compute the horizontal deflection of joint \(B\). Sketch the deflected shape. \(E\) is constant and equals 30,000 kips/in. \({ }^{2}\).
Transcribed Image Text:
w = 2.4 kips/ft B 12' I= 360 in 4 12'- 30 kips 1 = 600 in.4 1 = 360 in.4 -12 w = 2.4 kips/ft D 12'
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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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