moment 1. Determine the maximum bending of the beam. 2 Determine the actual bending stress. 3. Determine the allowable bending stress. Is it safe

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Situation #1
Properties of beam (wide flange)
The beam shown is supported at A and B. It carries concentrated loads as
distributed along the beam and uniformly distributed load of 17.6 kN/m
throughout the length of the beam. Assume that Fy=250 MPa. Lateral
supports exists at the reactions and at the concentrated loads. The
distributed does not include the beam weight. The beam used is W 460x89
steel beam.
d= 463 mm
Sx= 1770x1043 mm^3
tw= 10.5 mm
Ix= 410x10^6 mm^4
tf= 17.7 mm
A-11400 mm^2
bf= 192 mm
67 N
156 KN
54 N
momenț
1. Determine the maximum bending
of the beam,
W17.6 kN/m
2. Determine the actual bending stress.
3. Determine the allowable bending stress. Is it safe
1.8 m
2.7 m
4.2m
3m
Transcribed Image Text:Situation #1 Properties of beam (wide flange) The beam shown is supported at A and B. It carries concentrated loads as distributed along the beam and uniformly distributed load of 17.6 kN/m throughout the length of the beam. Assume that Fy=250 MPa. Lateral supports exists at the reactions and at the concentrated loads. The distributed does not include the beam weight. The beam used is W 460x89 steel beam. d= 463 mm Sx= 1770x1043 mm^3 tw= 10.5 mm Ix= 410x10^6 mm^4 tf= 17.7 mm A-11400 mm^2 bf= 192 mm 67 N 156 KN 54 N momenț 1. Determine the maximum bending of the beam, W17.6 kN/m 2. Determine the actual bending stress. 3. Determine the allowable bending stress. Is it safe 1.8 m 2.7 m 4.2m 3m
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