Lecture 41
Example Problem
Beam Sizing #2
Given:
the beam shown below with two concentrated loads of equal spacing.
Determine:
the most efficient W section for this loading based on bending, deflection, and shear. (Fb=24 ksi, Fv=14.5 ksi) (ignore the self-weight of the beam)(max D= l/360)
Copyright © 1995 by Chris Luebkeman and Donald Peting