Determine the displacement components at node 3 and the element forces for the plane truss shown in Figure P3-27. Let A =3 in2 and E =30 106 psi for all elements. Verify force equilibrium at node 3. 20 ft 3 5 kip Figure P3-27 10 kip 40 ft (2) -30 ft- 30 ft -

International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
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Chapter4: Coplanar Equilibrium Analysis
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Problem 4.35P: Find the smallest value of P for which the crate in the Prob. 4.34 will be in equilibrium in the...
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Determine the displacement components at node 3
and the element forces for the plane truss shown in
Figure P3-27. Let A =3 in and E =30 106 psi for all
elements. Verify force equilibrium at node 3.
20 ft
3
5 kip
Figure P3-27
10
kip
40 ft
30 ft
30 ft -
Transcribed Image Text:Determine the displacement components at node 3 and the element forces for the plane truss shown in Figure P3-27. Let A =3 in and E =30 106 psi for all elements. Verify force equilibrium at node 3. 20 ft 3 5 kip Figure P3-27 10 kip 40 ft 30 ft 30 ft -
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