For the frame shown in Figure P16.7, write the stiffness matrix in terms of the three degrees
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For the frame shown in Figure P16.7, write the stiffness matrix in terms of the three degrees of freedom indicated. Use both the method of introducing unit displacements and the member stiffness matrix of Equation 16.36. Given: E = 30,000 kips/in.2 ; I = 500 in.4 , and A = 15 in.2 .
Eq 16.36.
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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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