A simply supported beam with spans of LAB = 5 ft and Lgc = 15 ft supports loads of w = 6.0 kips/ft and P = 28 kips. The cross-sectional dimensions of the wide-flange shape are b = 9.5 in., t= 0.56 in., d = 29.1 in., and t = 0.48 in. Determine the magnitude of: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam. W B LBC 1 LAB Answer: (a) Tmax (b) gmax= ksi ksi

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 = 5 ft and Lgc = 15 ft supports loads of w = 6.0 kips/ft and P = 28 kips. The cross-sectional
dimensions of the wide-flange shape are b = 9.5 in., t= 0.56 in., d = 29.1 in., and t = 0.48 in. Determine the magnitude of:
(a) the maximum horizontal shear stress in the beam.
(b) the maximum bending stress in the beam.
W
B
LBC
1
LAB
Answer:
(a) Tmax
(b) gmax=
ksi
ksi
Transcribed Image Text:A simply supported beam with spans of LAB = 5 ft and Lgc = 15 ft supports loads of w = 6.0 kips/ft and P = 28 kips. The cross-sectional dimensions of the wide-flange shape are b = 9.5 in., t= 0.56 in., d = 29.1 in., and t = 0.48 in. Determine the magnitude of: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam. W B LBC 1 LAB Answer: (a) Tmax (b) gmax= ksi ksi
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