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2. Bending and Shear Stresses in Beams A W8 X 18 floor beam supports a concrete slab and a machine weighing 2,400 lb, Draw shear V and moment M diagrams, and determine the adequacy of the beam based on bending stress. (F₁ = for A992 steel is 30 ksi.) W8x18 (d=8.14', c=d/2 = 4.07", = 61.9 in., S = 15.2 in³) I 6' 2400# =3 ·400#/FT. 12'

2. Bending and Shear Stresses in Beams A W8 X 18 floor beam supports a concrete slab and a machine weighing 2,400 lb, Draw shear V and moment M diagrams, and determine the adequacy of the beam based on bending stress. (F₁ = for A992 steel is 30 ksi.) W8x18 (d=8.14', c=d/2 = 4.07", = 61.9 in., S = 15.2 in³) I 6' 2400# =3 ·400#/FT. 12'

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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2. Bending and Shear Stresses in Beams A W8 X 18 floor beam supports a concrete slab and a machine weighing 2,400 lb, Draw shear V and moment M diagrams, and determine the adequacy of the beam based on bending stress. (F₁ = for A992 steel is 30 ksi.) W8x18 (d=8.14', c=d/2 = 4.07", = 61.9 in., S = 15.2 in³) I 6' 2400# =3 ·400#/FT. 12'
Transcribed Image Text:2. Bending and Shear Stresses in Beams A W8 X 18 floor beam supports a concrete slab and a machine weighing 2,400 lb, Draw shear V and moment M diagrams, and determine the adequacy of the beam based on bending stress. (F₁ = for A992 steel is 30 ksi.) W8x18 (d=8.14', c=d/2 = 4.07", = 61.9 in., S = 15.2 in³) I 6' 2400# =3 ·400#/FT. 12'
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