A simply supported beam with spans of LAB = 5 ft and LBC = 15 ft supports loads of w = 7.5 kips/ft and P = 28 kips. The cross-sectional dimensions of the wide-flange shape are b = 7.0 in., t₁ = 0.55 in., d = 29.2 in., and t = 0.46 in. Determine the magnitude of: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam. A LAB Answer: (a) Tmax= (b) gmax= i B W LBC ksi ksi bf y

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A simply supported beam with spans of LAB = 5 ft and LBC = 15 ft supports loads of w = 7.5 kips/ft and P = 28 kips. The cross-sectional
dimensions of the wide-flange shape are b = 7.0 in., t₁ = 0.55 in., d = 29.2 in., and t = 0.46 in. Determine the magnitude of:
(a) the maximum horizontal shear stress in the beam.
(b) the maximum bending stress in the beam.
A
LAB
Answer:
(a) Tmax=
(b) gmax= i
B
W
LBC
ksi
ksi
bf
y
Transcribed Image Text:A simply supported beam with spans of LAB = 5 ft and LBC = 15 ft supports loads of w = 7.5 kips/ft and P = 28 kips. The cross-sectional dimensions of the wide-flange shape are b = 7.0 in., t₁ = 0.55 in., d = 29.2 in., and t = 0.46 in. Determine the magnitude of: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam. A LAB Answer: (a) Tmax= (b) gmax= i B W LBC ksi ksi bf y
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