2) For the cross section shown, assume it is bending about the z-axis. a) Divide the cross section into sections and label each section, draw the reference axis, and label the y, for each section from the reference line. b) Develop Table 1 as shown in class and determine the distance from the reference axis to the neutral axis, y in in. [Ans. to Check: y = 1.03 in from the reference axis] c) Determine and label di for each section. d) Develop Table 2 as shown in class and compute the moment of inertia about the z-axis, Iz, in inº [Ans. to Check: I,= 1.017 in'] 0.75 in. 0.125 in. (typ) 3.25 in. 0.75 in. 2.50 in.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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2) For the cross section shown, assume it is bending about the z-axis.
a)
Divide the cross section into sections and label each section, draw the reference axis, and label
the y, for each section from the reference line.
b)
c)
d)
Develop Table 1 as shown in class and determine the distance from the reference axis to the
neutral axis, y in in. [Ans. to Check: y = 1.03 in from the reference axis]
Determine and label di for each section.
Develop Table 2 as shown in class and compute the moment of inertia about the z-axis, lz, in in
[Ans. to Check: I₂ = 1.017 inº]
0.75 in.
0.125 in.
(typ)
3.25 in.
0.75 in.
2.50 in.
Transcribed Image Text:2) For the cross section shown, assume it is bending about the z-axis. a) Divide the cross section into sections and label each section, draw the reference axis, and label the y, for each section from the reference line. b) c) d) Develop Table 1 as shown in class and determine the distance from the reference axis to the neutral axis, y in in. [Ans. to Check: y = 1.03 in from the reference axis] Determine and label di for each section. Develop Table 2 as shown in class and compute the moment of inertia about the z-axis, lz, in in [Ans. to Check: I₂ = 1.017 inº] 0.75 in. 0.125 in. (typ) 3.25 in. 0.75 in. 2.50 in.
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