7. The beam shown in the accompanying figure is a wide-flange W18 x 35, with a cross-sectional...
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7. The beam shown in the accompanying figure is a wide-flange W18 x 35, with a cross-sectional area of 10.3 in and a depth of 17.7 in.
The second moment of area is 510 in". The beam is sub- jected to a uniformly distributed load of 2000 lb/ft.
The modulus of elasticity of the beam is E = 29 x 10° Ib/in?. Using manual calculations, determine the vertical displacement at node 3 and the rotations at nodes 2 and 3.
Also, compute the reaction forces at nodes 1 and 2 and reaction moment at node 1.
Related Book For
Manufacturing Processes for Engineering Materials
ISBN: 978-0132272711
5th edition
Authors: Serope Kalpakjian, Steven Schmid
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