Consider the truss made of 2 bars with lengths 1 m, orientated in the structure shown in Figure 1. The two bars have the same cross-sectional areas A = 5.10-4 m² and modulus of elasticity E = 2.10¹¹ N/m². A force of F₁,x= 10 kN is applied in the x-direction at node 1.

Mechanics of Materials (MindTap Course List)
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Author:Barry J. Goodno, James M. Gere
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Chapter2: Axially Loaded Members
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can you anser this question using figure 1? thank you.

Consider the truss made of 2 bars with lengths 1 m, orientated in the structure shown in Figure 1. The
two bars have the same cross-sectional areas A = 5·10−4 m² and modulus of elasticity E = 210¹¹ N/m².
A force of F1.x = 10 kN is applied in the x-direction at node 1.
450
2
90°
2
1
1m
3
1m
F1,x = 10KN
X
Figure 1: Truss assembly formed of two bars. Nodes and bars are numbered, with bars numbered
with underlines.
Transcribed Image Text:Consider the truss made of 2 bars with lengths 1 m, orientated in the structure shown in Figure 1. The two bars have the same cross-sectional areas A = 5·10−4 m² and modulus of elasticity E = 210¹¹ N/m². A force of F1.x = 10 kN is applied in the x-direction at node 1. 450 2 90° 2 1 1m 3 1m F1,x = 10KN X Figure 1: Truss assembly formed of two bars. Nodes and bars are numbered, with bars numbered with underlines.
Apply the boundary conditions and specified forces to your global stiffness system of equations
and solve for the displacements.
Transcribed Image Text:Apply the boundary conditions and specified forces to your global stiffness system of equations and solve for the displacements.
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