2.3.4.Problem 4 A 10-in. 15.3-lb channel is welded to the top of the 14 WF 34 beam. The wide flange beam has an overall height of 14 in., an area of 10 in², and I, = 339.2 in*. Compute the y and the moment of inertia about the centroidal X axis. Xo

Structural Analysis
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Chapter2: Loads On Structures
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Please refer to screenshot for question. Would appreciat so much for step-by-step explanation. 

t Untitled
Facebook X
S Free Onli X
2.3 Sectic X
O Moment X
CR Angle (L) X
CA Moment X
b My Ques X
|Problem X
X
G moment X
moment
b AnswereX
moment X
CA The mom X
bartleby X
+
classroom.google.com/u/2/c/MTUOMTYzMDYxODgy/a/MTUOMjU4ODcOMjQ0/details
VPN
ActivityGuide_A126_W13.pdf
E Open with Google Docs
University of the Philippines Mindanao
Department of Architecture
190
MINDANAO
2.3.4.Problem 4
A 10-in. 15.3-lb channel is welded to the top of the 14 WF 34 beam. The wide flange
beam has an overall height of 14 in., an area of 10 in²., and Ix = 339.2 in*. Compute
the y and the moment of inertia about the centroidal X axis.
Yo
Хо
(?
Page з / з
Q
+
...
4:56 AM
O O 4) ENG
13/12/2020
Transcribed Image Text:t Untitled Facebook X S Free Onli X 2.3 Sectic X O Moment X CR Angle (L) X CA Moment X b My Ques X |Problem X X G moment X moment b AnswereX moment X CA The mom X bartleby X + classroom.google.com/u/2/c/MTUOMTYzMDYxODgy/a/MTUOMjU4ODcOMjQ0/details VPN ActivityGuide_A126_W13.pdf E Open with Google Docs University of the Philippines Mindanao Department of Architecture 190 MINDANAO 2.3.4.Problem 4 A 10-in. 15.3-lb channel is welded to the top of the 14 WF 34 beam. The wide flange beam has an overall height of 14 in., an area of 10 in²., and Ix = 339.2 in*. Compute the y and the moment of inertia about the centroidal X axis. Yo Хо (? Page з / з Q + ... 4:56 AM O O 4) ENG 13/12/2020
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