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CIVL 302 FALL 2009 HW _ 6 P

# CIVL 302 FALL 2009 HW _ 6 P - b The displacements at C c...

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MANHATTAN COLLEGE CIVIL & ENVIRONMENTAL ENGINEERING DEPARTMENT ==================================================================== FALL 2009 DR MOUJALLI HOURANI ======================= CIVL 302 01-02 STRUCTURAL ANALYSIS I HW # 6 ============== ================================== =========== Due 10/21/2009 Use the conjugate beam method. 1- For the beam shown below find: a) The rotation at A
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Unformatted text preview: b) The displacements at C c) The displacements at B EI = Constant 10 K 8 k y A 20k-ft D B C x 15’ 15’ 30’ 20' 2-For the beam shown below find: a) The rotation at A b) The displacemnts at B c) The maximum vertical displacement in the beam by any method EI = Constant 10 k 30 k.ft 45 k.ft 10’ 10’ 5’ A B C Try these problems with others methods....
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