B 2 D E F G H 6.25 6.0 S 4.5 3 R K L M NO P Q 300 kN -8 panels @ 5 m = 40 m Dimensions in meters
B 2 D E F G H 6.25 6.0 S 4.5 3 R K L M NO P Q 300 kN -8 panels @ 5 m = 40 m Dimensions in meters
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
19 - Determine the force in members CD, CM, and LM using method of sections. State whether each member is in tension or compression. Draw the FBD. Handwritten solutions only.
Transcribed Image Text:B
2
D
E
F
G
H
6.25
6.0
S
4.5
3
R
K
L
M
NO P
Q
300 kN
-8 panels @ 5 m = 40 m
Dimensions in meters
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