For the symmetric plane truss shown in Figure P3-35, determine (a) The deflection of node 1 and

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For the symmetric plane truss shown in Figure P3-35, determine

(a) The deflection of node 1 and

(b) The stress in element 1. AE/L for element 3 is twice AE/L for the other elements. Let AE/L = 106 lb/in. Then let A = 1 in2, L = 10 in., and E = 10 × 106 psi to obtain numerical results.

Figure P3-35,

30° L 30° 30° 30° 5. 30° P = 2000 Ib
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