A W8 x 31 of A992 steel (Fy = 50 ksi) is used as a beam with lateral support at 5-foot intervals. Assume that C = 1.0 and compute the nominal flexural strength. For W8 x 31: = 9.19, Z, = 30.4 in.³, S₂ = 27.5 in.³, Lp = 7.18 ft. bf 2tf (Express your answer to three significant figures.) Mn = ft-kips

Structural Analysis
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Chapter2: Loads On Structures
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A W8 x 31 of A992 steel (Fy = 50 ksi) is used as a beam with lateral support at 5-foot intervals. Assume that C6 = 1.0 and compute the nominal flexural strength.
For W8 × 31: 2t
= 9.19. Zx = 30.4 in.3, Sx = 27.5 in.8, Lp = 7.18 ft.

A W8 x 31 of A992 steel (Fy = 50 ksi) is used as a beam with lateral support at 5-foot intervals. Assume that C = 1.0 and compute the nominal flexural strength.
For W8 x 31: = 9.19, Z, = 30.4 in.³, S₂ = 27.5 in.³, Lp = 7.18 ft.
bf
2tf
(Express your answer to three significant figures.)
Mn =
ft-kips
Transcribed Image Text:A W8 x 31 of A992 steel (Fy = 50 ksi) is used as a beam with lateral support at 5-foot intervals. Assume that C = 1.0 and compute the nominal flexural strength. For W8 x 31: = 9.19, Z, = 30.4 in.³, S₂ = 27.5 in.³, Lp = 7.18 ft. bf 2tf (Express your answer to three significant figures.) Mn = ft-kips
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