A simply supported beam with spans of LAB = 9 ft and LBC = 27 ft supports loads of w = 5.5 kips/ft and P = 26 kips.  The cross-sectional dimensions of the wide-flange shape are bf = 11.5 in., tf = 0.69 in., d = 28.9 in., and tw = 0.47 in.  Determine the magnitude of: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A simply supported beam with spans of LAB = 9 ft and LBC = 27 ft supports loads of w = 5.5 kips/ft and P = 26 kips.  The cross-sectional dimensions of the wide-flange shape are bf = 11.5 in., tf = 0.69 in., d = 28.9 in., and tw = 0.47 in.  Determine the magnitude of: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam.
A
LAB
bf
Itt 4
Z
B
d
W
LBC
Transcribed Image Text:A LAB bf Itt 4 Z B d W LBC
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