Answer number 67
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter8: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 8.6P: Two line loads q1 and q2 of infinite lengths are acting on top of an elastic medium, as shown in...
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Answer number 67

Transcribed Image Text:Situation 21.
For the built-up shape shown in the figure, determine:
А.
bf = 200 mm
%3D
Pty = 10 mm
h = 230 mm
tw = 7 mm
64. The elastic section modulus considering bending about the horizontal axis.
А.
518 x10^3 mm^3
С.
572 x10^3 mm^3
В.
647 x10^3 mm^3
D.
704 x10^3 mm^3
65.
The elastic section modulus considering bending about the vertical axis.
A.
125 x10^3 mm^3
с.
214 x10^3 mm^3
В.
118 x10^3 mm^3
D. 133 x10^3 mm^3
66. The plastic section modulus about the horizontal axis in x10^3 mm^3.
A.
518
С.
572
В.
647
D.
704
67. The plastic section modulus about the vertical axis in x10^6 mm^3.
A.
0.30
C.
0.20
В.
0.35
D.
0.25
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