Give me correct answer please someone give me wrong solve by hand The displacements for the truss shown in Figure P19.7 areU = 0.0U2= 0.0U4=-0.3333U3= 1.748Us=-0.5000U6= 0.0Ug=-3.690U7= 2.248The area of each member in square centimeters is underlined. The lengthdimensions are in centimeters and each member is made from steel, E=20(10°) N/cm?. Calculate the axial force in each member connected tojoint two and show that this joint is in equilibrium. There is no temperaturechange.2(4)1041015(3) 15200 kN500(5)(1)(2)103500-500

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The displacements for the truss shown in Figure P19.7 are U = 0.0 U2= 0.0 U4=-0.3333 U3= 1.748 Us=-0.5000 U6= 0.0 Us=-3.690 U7= 2.248 The area of each member in square centimeters is underlined. The ler dimensions are in centimeters and each member is made from steel, 20(106) N/cm?. Calculate the axial force in each member connecte joint two and show that this joint is in equilibrium. There is no temper= change. (4) 10 4 10 15 (3) 15 200- 500 (5) (1) (2) 10 3 1 2.

The displacements for the truss shown in Figure P19.7 are U = 0.0 U2= 0.0 U4=-0.3333 U3= 1.748 Us=-0.5000 U6= 0.0 Us=-3.690 U7= 2.248 The area of each member in square centimeters is underlined. The ler dimensions are in centimeters and each member is made from steel, 20(106) N/cm?. Calculate the axial force in each member connecte joint two and show that this joint is in equilibrium. There is no temper= change. (4) 10 4 10 15 (3) 15 200- 500 (5) (1) (2) 10 3 1 2.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter8: Applications Of Plane Stress (pressure Vessels, Beams, And Combined Loadings)

Section: Chapter Questions

Problem 8.3.2P

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