is adequate. Suppose that P = 48 k. The beam shown in the figure below is a W16 × 31 of A992 steel and has continuous lateral support. The two concentrated loads are service live loads. Neglect the weight of the beam and determine whether the beam For W16 × 31: d = 15.9 in., tw = 0.275 in., h/tw = 51.6, and M = Mp = 203 ft-kip, M/N₁ = Mp/b P Р = 135 ft-kip. 6' W16 x 31 a. Use LRFD. Calculate the required moment strength, the allowable shear strength, and the maximum shear. (Express your answers to three significant figures.) M₁ = ₁Vn = V₁₂ = ft-kip kips kips Beam is -Select- b. Use ASD. Calculate the required moment strength, the allowable shear strength, and the maximum shear. (Express your answers to three significant figures.) Ma Vn/nb Va = Beam is -Select- ft-kip kips kips

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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is adequate. Suppose that P = 48 k.
The beam shown in the figure below is a W16 × 31 of A992 steel and has continuous lateral support. The two concentrated loads are service live loads. Neglect the weight of the beam and determine whether the beam
For W16 × 31: d = 15.9 in., tw = 0.275 in., h/tw = 51.6,
and M = Mp = 203 ft-kip, M/N₁ = Mp/b
P
Р
= 135 ft-kip.
6'
W16 x 31
a. Use LRFD.
Calculate the required moment strength, the allowable shear strength, and the maximum shear.
(Express your answers to three significant figures.)
M₁ =
₁Vn =
V₁₂ =
ft-kip
kips
kips
Beam is -Select-
b. Use ASD.
Calculate the required moment strength, the allowable shear strength, and the maximum shear.
(Express your answers to three significant figures.)
Ma
Vn/nb
Va
=
Beam is -Select-
ft-kip
kips
kips
Transcribed Image Text:is adequate. Suppose that P = 48 k. The beam shown in the figure below is a W16 × 31 of A992 steel and has continuous lateral support. The two concentrated loads are service live loads. Neglect the weight of the beam and determine whether the beam For W16 × 31: d = 15.9 in., tw = 0.275 in., h/tw = 51.6, and M = Mp = 203 ft-kip, M/N₁ = Mp/b P Р = 135 ft-kip. 6' W16 x 31 a. Use LRFD. Calculate the required moment strength, the allowable shear strength, and the maximum shear. (Express your answers to three significant figures.) M₁ = ₁Vn = V₁₂ = ft-kip kips kips Beam is -Select- b. Use ASD. Calculate the required moment strength, the allowable shear strength, and the maximum shear. (Express your answers to three significant figures.) Ma Vn/nb Va = Beam is -Select- ft-kip kips kips
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