6' E 8¹ 1000 lo' I 5¹ ں 1b's A 45° F 2000 155 61 J C B Calculate Forces in 7' 500 lbs IJ FD CB H 45° 2000lbs
6' E 8¹ 1000 lo' I 5¹ ں 1b's A 45° F 2000 155 61 J C B Calculate Forces in 7' 500 lbs IJ FD CB H 45° 2000lbs
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:ور
E
8
gi
10¹
I 45⁰°
51
с
1000 155
A
F
187
2000 15's
6'
CH
J
G
B
Calculate Forces in
7
500 lbs
IJ
FD
CB
H
45°
uid
A
2000lb's
Kild
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