DÖNEM PROJESİ Im Im 5 KN Im 12 kN The modulus of elasticity of the rods in the plane truss system shown in the figure E2

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Donem Projesi Im Im 5 Kn Im 12 Kn The Modulus Of Elasticity Of The Rods In The Plane Truss System Shown In The Figure E2 1 (96.68 KiB) Viewed 20 times

DÖNEM PROJESİ Im Im 5 KN Im 12 kN The modulus of elasticity of the rods in the plane truss system shown in the figure E2.3-E2. 4=100GPa, E1-3=E3_4=115GPa, section areas A2-3-A2-4= 0.4*0.4 m², A1-3=A34= 0.3*0.4 m². in the lattice system 2-3, 2,4, 3-4 sticks are under the influence of temperature A =° T 30 C. (α₂-3-α2- 4-8*10-6 1/C, α3-4=16*106 1/C) a). Node displacements in global and local axes, b) Reaction forces, c). The stresses in the bars, D). Find the axial forces in the rods. 15 KN