by the beam including its weight: of the beam is 14m and the compression flange has latera hidspan. Express your answer in kN/m. (ASD) of the beam is 14m and the compression flange has latera hidspan. Express your answer in kN/m. (LRFD)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A beam is simply supported and has a span of 12 m. The beam is a W33×240 with Ey=345
MPa. Compute the allowable (ASD) and ultimate (LRFD) uniformly distributed load that can be
safely carried by the beam including its weight:
A. If the length of the beam is 14m and the compression flange has lateral supports only at its
ends and the midspan. Express your answer in N/m. (ASD)
B. If the length of the beam is 14m and the compression flange has lateral supports only at its
ends and the midspan. Express your answer in kN/m. (LRFD)|
(Ctrl)
Properties of W33×240:
Weight = 3.51 kN/m
tw = 21.08 mm
x = 352.54 mm
A = 45,548 mm?
Ix = 5,660.75 × 10® mmª
ry = 92.34 mm
d = 850.9 mm
ly = 388.34 × 10® mm
Jc = 14.51 x 106 mm*
bị = 402.97 mm
Sx = 13,322.68 × 10° mm3
ris = 105.92 mm
%3D
t = 35.56 mm
Sy = 1,933.67 x 10° mm3
%3D
Transcribed Image Text:A beam is simply supported and has a span of 12 m. The beam is a W33×240 with Ey=345 MPa. Compute the allowable (ASD) and ultimate (LRFD) uniformly distributed load that can be safely carried by the beam including its weight: A. If the length of the beam is 14m and the compression flange has lateral supports only at its ends and the midspan. Express your answer in N/m. (ASD) B. If the length of the beam is 14m and the compression flange has lateral supports only at its ends and the midspan. Express your answer in kN/m. (LRFD)| (Ctrl) Properties of W33×240: Weight = 3.51 kN/m tw = 21.08 mm x = 352.54 mm A = 45,548 mm? Ix = 5,660.75 × 10® mmª ry = 92.34 mm d = 850.9 mm ly = 388.34 × 10® mm Jc = 14.51 x 106 mm* bị = 402.97 mm Sx = 13,322.68 × 10° mm3 ris = 105.92 mm %3D t = 35.56 mm Sy = 1,933.67 x 10° mm3 %3D
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