Evaluate the maximum normal stress and strain, and its location at the beam where bending failure would most likely to occur (Y value is 7)

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter9: Deflections Of Beams
Section: Chapter Questions
Problem 9.5.1P: A simply supported beam (E = 1600 ksi) is loaded by a triangular distributed load from A to C(see...
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Evaluate the maximum normal stress and strain, and its location at the beam where bending failure would most likely to occur (Y value is 7)

Y kN
6 kN/m
B
2 m
-5 m
Figure 3: A simply supported beam with uniformly distributed load (udl) and a point
load.
Transcribed Image Text:Y kN 6 kN/m B 2 m -5 m Figure 3: A simply supported beam with uniformly distributed load (udl) and a point load.
Figure 3 shows a simply supported beam of length 5 m carries two types of loads: a
uniformly distributed load (udl) of 6kN/m over the entire span and a point load of Y kN at
a distance 2 m from the left support. Given the section modulus and Young's modulus of
the beam is 268×10° mm² and 175 MPa, respectively.
[Note: Y value – Use the last non-zero digit in your matric number as the load value. If the
number is zero, use the second last digit instead; if the number is 8 or 9, take 0.8 or 0.9,
respectively.)
Transcribed Image Text:Figure 3 shows a simply supported beam of length 5 m carries two types of loads: a uniformly distributed load (udl) of 6kN/m over the entire span and a point load of Y kN at a distance 2 m from the left support. Given the section modulus and Young's modulus of the beam is 268×10° mm² and 175 MPa, respectively. [Note: Y value – Use the last non-zero digit in your matric number as the load value. If the number is zero, use the second last digit instead; if the number is 8 or 9, take 0.8 or 0.9, respectively.)
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