Find the second moment of area, the location of the neutral axis, and the distances from the neutral axis to the top and bottom surfaces. Consider that the section is transmitting a positive bending moment about the zaxis, Mz, where M7= 10 kip-in if the dimensions of the section are given in ips units, or Mz= 113 kN-m if the dimensions are in Sl units. Determine the resulting stresses at the top and bottom surfaces and at every abrupt change in the cross section.

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter5: Stresses In Beams (basic Topics)
Section: Chapter Questions
Problem 5.6.17P: A beam having a cross section in the form of an un symmetric wide-flange shape (sec figure) is...
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75
100
12.5
12.5→
B
12.5
25
50
100
The area is determined to be
2150 mm2
The distances from the neutral axis to the top and bottom surfaces are determined to be
37.5 mm and
mm.
The second moment of area is determined to be
|× 106 mm4.
Transcribed Image Text:75 100 12.5 12.5→ B 12.5 25 50 100 The area is determined to be 2150 mm2 The distances from the neutral axis to the top and bottom surfaces are determined to be 37.5 mm and mm. The second moment of area is determined to be |× 106 mm4.
Find the second moment of area, the location of the neutral axis, and the distances from the neutral axis to the top and
bottom surfaces. Consider that the section is transmitting a positive bending moment about the zaxis, Mz, where Mz= 10
kip-in if the dimensions of the section are given in ips units, or Mz= 1.13 kN-m if the dimensions are in Sl units. Determine
the resulting stresses at the top and bottom surfaces and at every abrupt change in the cross section.
Transcribed Image Text:Find the second moment of area, the location of the neutral axis, and the distances from the neutral axis to the top and bottom surfaces. Consider that the section is transmitting a positive bending moment about the zaxis, Mz, where Mz= 10 kip-in if the dimensions of the section are given in ips units, or Mz= 1.13 kN-m if the dimensions are in Sl units. Determine the resulting stresses at the top and bottom surfaces and at every abrupt change in the cross section.
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