(a) Assuming oallow = 114 MPa, calculate the required section modulus s (in mm3). (At this point, disregard the weight of the beam.) mm3

Structural Analysis
6th Edition
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A simple beam of length L = 5 m carries a uniform load of intensity q = 5.8 kN/m and a concentrated load 22.5 kN (see figure).
P = 22.5 kN|
1.5 m
q = 5.8 kN/m
L= 5 m-
The 1-1 and 2-2 axes are labeled on the cross section below.
(a) Assuming oallow = 114 MPa, calculate the required section modulus S (in mm³). (At this point, disregard the weight of the beam.)
mm3
Select the most economical wide-flange beam (W shape) from this table, and recalculate s (in mm), taking into account the weight of the beam. Select a new beam if necessary.
mm3
H
Transcribed Image Text:A simple beam of length L = 5 m carries a uniform load of intensity q = 5.8 kN/m and a concentrated load 22.5 kN (see figure). P = 22.5 kN| 1.5 m q = 5.8 kN/m L= 5 m- The 1-1 and 2-2 axes are labeled on the cross section below. (a) Assuming oallow = 114 MPa, calculate the required section modulus S (in mm³). (At this point, disregard the weight of the beam.) mm3 Select the most economical wide-flange beam (W shape) from this table, and recalculate s (in mm), taking into account the weight of the beam. Select a new beam if necessary. mm3 H
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