7000 e & w 60° 30° 1000 lb 1 1000 lb For the truss shown above, assume that A = 1.50 in 2, E=1.5x 106 psi for all the elements and let L=125 in. while the vertical component is The horizontal component of the displacement at Node 1 is Furthermore, the stress in the first element is , in the second element is (Approximate values in 4 decimal places.) and in the third element is (Give values in 1 decimal place)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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77
//////
33
2
O
60°
30°
1000 lb
1
1000 lb
For the truss shown above, assume that A=1.50 in², E= 1.5x 106 psi for all the elements and let L = 125 in.
while the vertical component is
The horizontal component of the displacement at Node 1 is
Furthermore, the stress in the first element is
in the second element is
(Approximate values in 4 decimal places.)
and in the third element is
(Give values in 1 decimal place)
Transcribed Image Text:////// 77 ////// 33 2 O 60° 30° 1000 lb 1 1000 lb For the truss shown above, assume that A=1.50 in², E= 1.5x 106 psi for all the elements and let L = 125 in. while the vertical component is The horizontal component of the displacement at Node 1 is Furthermore, the stress in the first element is in the second element is (Approximate values in 4 decimal places.) and in the third element is (Give values in 1 decimal place)
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