Situation 21. For the built-up shape shown in the figure, determine: А. by = 200 mm %3D oty = 10 mm h = 230 mm tw = 7 mm 64. The elastic section modulus considering bending about the horizontal axis. A. c. 572 x10^3 mm^3 518 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. 125 x10^3 mm^3 C. 214 x10^3 mm^3 A. 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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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
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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