can you help me answer 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. Thetwo 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 1.450290°211m31mF1,x = 10KNXFigure 1: Truss assembly formed of two bars. Nodes and bars are numbered, with bars numberedwith underlines. What is the force required on node 1 for the displacement of the node 1 to be u₁ = 1.10-4 m andV₁ = 0 m.V1

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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. 10 kN is applied in the x-direction at node 1. A force of F1,x = 900 450 2 1 2 1 1m 3 1m → F₁x = 10KN y Figure 1: Truss assembly formed of two bars. Nodes and bars are numbered, with bars numbered with underlines.

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. 10 kN is applied in the x-direction at node 1. A force of F1,x = 900 450 2 1 2 1 1m 3 1m → F₁x = 10KN y Figure 1: Truss assembly formed of two bars. Nodes and bars are numbered, with bars numbered with underlines.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter2: Axially Loaded Members

Section: Chapter Questions

Problem 2.5.23P: Wires B and C are attached to a support at the left-hand end and to a pin-supported rigid bar at the...

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