HW 2: Determine the horizontal and vertical components of the deflection at joint B of the truss shown in Fig. (a) by the virtual work method. 35 k[N[]] 4m +3m constant E = 200 GPa A = 1,200 mm² (a) 84 kN EA IT I 4m ABH = 0.35 mm → ABV = 3.32 mm ↓ Ans. Ans.
HW 2: Determine the horizontal and vertical components of the deflection at joint B of the truss shown in Fig. (a) by the virtual work method. 35 k[N[]] 4m +3m constant E = 200 GPa A = 1,200 mm² (a) 84 kN EA IT I 4m ABH = 0.35 mm → ABV = 3.32 mm ↓ Ans. Ans.
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 8P
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