L = 14 in. PA L = 16 in. ds da Ps d1= 2" d2= 2.375" d3= 2.25" d4= 2.5"

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Mechanic.. Statics...
Engineeri.
6th Edition
1st Edition
4th Edition
(2)
L = 14 in.
View all solutions
PA
L2= 16 in.
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d1= 2"
d2= 2.375"
d3= 2.25"
d4= 2.5"
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Young's moulus: 29x10^6
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for the uhher þipþe:-
4.
di= 2"
14"
d2= 2-375"
E= 29X106 bsi
Si- 0138"
Sı- PL
A E
O.138 =
Pa X 14
(2.3752 22) x 29X10f
PA= 368339.46 1b
for Lower segment
:-
16"
du = 2.5". da= 2:25"
81- 0:295"
(Pat Pa) L
A E
S7-Sı =
(368339.u6+ Po) x G
(25 225) x 23X10
0.295-0.136
%3D
PB=
-102939-311b
Transcribed Image Text:- Messenger 4:14 PM Sat Apr 2 * 70% chegg.com A Mechanic.. Statics... Engineeri. 6th Edition 1st Edition 4th Edition (2) L = 14 in. View all solutions PA L2= 16 in. Chegg Writing lab closed? Get plagiarism checks, expert paper help & more Use Chegg Writing d1= 2" d2= 2.375" d3= 2.25" d4= 2.5" Chegg Young's moulus: 29x10^6 Writing lab closed? Show transcribed image text View comments (1) > Get plagiarism checks, expert paper help & more Expert Answer O Use Chegg Writing Anonymous answered this 1,452 answers Was this answer helpful? for the uhher þipþe:- 4. di= 2" 14" d2= 2-375" E= 29X106 bsi Si- 0138" Sı- PL A E O.138 = Pa X 14 (2.3752 22) x 29X10f PA= 368339.46 1b for Lower segment :- 16" du = 2.5". da= 2:25" 81- 0:295" (Pat Pa) L A E S7-Sı = (368339.u6+ Po) x G (25 225) x 23X10 0.295-0.136 %3D PB= -102939-311b
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