Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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From the beam shown below, determine the following:

  • Maximum bending stress of the beam if the beam has a square cross section 300 mm by 300 mm
  • Maximum bending stress of the beam if the beam has a rectangular cross section vwith base 200 mm and height 500 mm

Calculate for the problems, Draw FBD, include proper units/dimensions and answers must be in 3 decimal places.

 

1000 kN/m
11000 kN
500 kN
100 kN/m
500 kN/m
5 m
2 m
3 m
10 m
Transcribed Image Text:1000 kN/m 11000 kN 500 kN 100 kN/m 500 kN/m 5 m 2 m 3 m 10 m
The Flexure Formula
Rearranging..
Where:
Omax = max normal stress in the member which occurs
at a point on the cross-sectional area farthest away
from the neutral axis.
Mc
M = the resultant internal moment acting about the
Отах
neutral axis.
c = perpendicular distance from the neutral axis to a
point farthest away from the neutral axis.
| = moment of inertia of the cross sectional area
about the neutral axis.
Transcribed Image Text:The Flexure Formula Rearranging.. Where: Omax = max normal stress in the member which occurs at a point on the cross-sectional area farthest away from the neutral axis. Mc M = the resultant internal moment acting about the Отах neutral axis. c = perpendicular distance from the neutral axis to a point farthest away from the neutral axis. | = moment of inertia of the cross sectional area about the neutral axis.
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