2) For the truss shown: a) Find the reactions at the supports; and b) Determine the force in each member using the method of your choice and indicate whether the member is in tension or compression. Be sure to include all necessary free body diagrams and units. 2.50 kip B 40° 4.00 ft D 3.00 ft 3.00 ft 3.00 ft 12.5 kip

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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2) For the truss shown: a) Find the reactions at the supports; and b) Determine the force in each
member using the method of your choice and indicate whether the member is in tension or
compression. Be sure to include all necessary free body diagrams and units.
2.50 kip
B
40°
4.00 ft
D
3.00 ft
3.00 ft
3.00 ft
12.5 kip
3) Calculate the magnitude of the horizontal force P, acting as shown, that will cause motion to
impend for the 450-lb crate. The motion may be either sliding or tipping. us= 0.40.,
4' - 6"
100 lb
W = 450 lb
TPP
5'- 6"
5'-0"
Transcribed Image Text:2) For the truss shown: a) Find the reactions at the supports; and b) Determine the force in each member using the method of your choice and indicate whether the member is in tension or compression. Be sure to include all necessary free body diagrams and units. 2.50 kip B 40° 4.00 ft D 3.00 ft 3.00 ft 3.00 ft 12.5 kip 3) Calculate the magnitude of the horizontal force P, acting as shown, that will cause motion to impend for the 450-lb crate. The motion may be either sliding or tipping. us= 0.40., 4' - 6" 100 lb W = 450 lb TPP 5'- 6" 5'-0"
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