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 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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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.
Transcribed Image Text:A
LAB
bf
Itt 4
Z
B
d
W
LBC
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