- 6 in.- 2 in. 4 in. 1 in. Tin. 13. The value of y is а. 3.80 in. b. 2.75 in. c. 3.25 in. d. 2.20 in. 14. The moment of inertia along x' axis is а. 32.4 int. b. 57.90 in“. c. 52.30 in“. d. 24.75 in'. 15. The moment of inertia along y axis is а. 62.40 int. b. 57.90 in". c. 52.30 in“. d. 54.70 in

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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6 in.-
2 in.
|C
4 in.
1 in.
Tin.
13. The value of y is
a. 3.80 in.
b. 2.75 in.
c. 3.25 in.
d. 2.20 in.
14. The moment of inertia along x' axis is
а. 32.4 int.
b. 57.90 in“.
c. 52.30 in“.
d. 24.75 in".
15. The moment of inertia along y axis is
a. 62.40 in“.
b. 57.90 in“.
c. 52.30 in“.
d. 54.70 in
Transcribed Image Text:6 in.- 2 in. |C 4 in. 1 in. Tin. 13. The value of y is a. 3.80 in. b. 2.75 in. c. 3.25 in. d. 2.20 in. 14. The moment of inertia along x' axis is а. 32.4 int. b. 57.90 in“. c. 52.30 in“. d. 24.75 in". 15. The moment of inertia along y axis is a. 62.40 in“. b. 57.90 in“. c. 52.30 in“. d. 54.70 in
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