May I ask if the answer for this problem is q =11.44? It think the answer key is wrong of otherwise, kindly explain it to me please. Based on my undrstanding the distance should be (10-7.56) +0.120 but the book says its 2.04, how did it got the 2.04? Thank you

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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May I ask if the answer for this problem is q =11.44? It think the answer key is wrong of otherwise, kindly explain it to me please. Based on my undrstanding the distance should be (10-7.56) +0.120 but the book says its 2.04, how did it got the 2.04? Thank you

A, 12(1) 12
Ay 12(1) 12
First
A A, A+Ay
A12 12+6
A 30
Surfac
the genera
g pe
OWhen
Solution:
n 13.5
Area
Ay A+Ag2 +Asys
30y 12(0.5)+
y-5.7 in.
4.47
0.64
12(7) + 6(13.5)
2.56
Q=A;Y1 +A2Y2
Q=6(1)(7.8) + 7.3(1)(3.65)
Q=73.4 in
10.12
y=7.56
250 Problem:
A.
Two 10 in.-15.3 channels are welded together
as shown. Find the moment of area of the
upper channel about the horizontal centroidal
axis x of the entire section.
A1=D4.47
A2 = 4.47
A 8.94
Y2 =10.120
%3D
2.68
Ay DA,Y1 + A2Y2
8.94ỹ = 4.47(5) + 4.47(10.12)
y = 7.56
Q= Ay
Q=4.47(2.04)
Q = 9.12 in2
Transcribed Image Text:A, 12(1) 12 Ay 12(1) 12 First A A, A+Ay A12 12+6 A 30 Surfac the genera g pe OWhen Solution: n 13.5 Area Ay A+Ag2 +Asys 30y 12(0.5)+ y-5.7 in. 4.47 0.64 12(7) + 6(13.5) 2.56 Q=A;Y1 +A2Y2 Q=6(1)(7.8) + 7.3(1)(3.65) Q=73.4 in 10.12 y=7.56 250 Problem: A. Two 10 in.-15.3 channels are welded together as shown. Find the moment of area of the upper channel about the horizontal centroidal axis x of the entire section. A1=D4.47 A2 = 4.47 A 8.94 Y2 =10.120 %3D 2.68 Ay DA,Y1 + A2Y2 8.94ỹ = 4.47(5) + 4.47(10.12) y = 7.56 Q= Ay Q=4.47(2.04) Q = 9.12 in2
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