A simple beam 4.5 m in span carries a concentrated load of 260 kN at its midspan and is subjected to an axial tensile force of 250 kN. Fy = 248 MPa. Three sections are being considered as follows with their corresponding properties relevant to the problem. a) Determine the section that gives the value of the lowest axial stress. b) Determine the section that gives the value of the lowest bending stress. c) Determine the the safest section.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A simple beam 4.5 m in span carries a concentrated load of 260 kN at its midspan and is subjected to an axial tensile force of 250 kN. Fy = 248 MPa. Three sections are being considered as follows with their corresponding properties relevant to the problem.

a) Determine the section that gives the value of the lowest axial stress.

b) Determine the section that gives the value of the lowest bending stress.

c) Determine the the safest section.

Section
Area
Depth
Moment of Inertia
W 24 c 55
0.01 m2
0.599 m
0.0005619 m*
W 21 x 57
0.012 m2
0.535 m
0.0004810 m
W 21 x 62
0.014 m?
0.533 m
0.0005720 m*
Transcribed Image Text:Section Area Depth Moment of Inertia W 24 c 55 0.01 m2 0.599 m 0.0005619 m* W 21 x 57 0.012 m2 0.535 m 0.0004810 m W 21 x 62 0.014 m? 0.533 m 0.0005720 m*
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