3.20 Solve for BE, CE, and FJ. 2000# D G 5¹ 2.5m 1 2.5m ALL F 500# B51 E 2.5m 4 . 1000#
3.20 Solve for BE, CE, and FJ. 2000# D G 5¹ 2.5m 1 2.5m ALL F 500# B51 E 2.5m 4 . 1000#
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:3.20 Solve for BE, CE, and FJ.
2000 #
D
in
et in
I
H₂
5'
2.5m 2.5m
A
J
5¹
500#
'B 5'
3.21 Solve for AB, BH, and HG. Use only one section cut.
2.5m
A
1000#
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