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| Teaching Since: | May 2017 |
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MCS,PHD
Argosy University/ Phoniex University/
Nov-2005 - Oct-2011
Professor
Phoniex University
Oct-2001 - Nov-2016
Use superposition of beam-deflection solutions from Table E.2 to solve Prob. 7.4-2.


Prob. 7.4-2
The propped cantilever beam in Fig. P7.4-2 has a W8 × 40 cross section and supports a uniformly distributed load of w0 = 4 kips/ft on a span of L = 10 ft. (a) Use the second-order integration method to solve for the reactions at A and B. (Solve the problem using symbols, w0, EI, etc., and then substitute numerical values for these quantities.) (b) Sketch the shear and moment diagrams for this beam.

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