assuming that: ℓ=1 m,A=4×4 cm2 (square), P=4kN,q=2kN/mE=200GPa,A1=Aj=2A,A2=Ai=A,E1=2E,E2=E.
Consider the two-dimensional truss problem shown below. Taking advantage of symmetry and assuming that each member is of length ℓ, with cross-sectional area A and modulus of elasticity E, solve for the unknown displacements.
assuming that: ℓ=1 m,A=4×4 cm2 (square), P=4kN,q=2kN/mE=200GPa,A1=Aj=2A,A2=Ai=A,E1=2E,E2=E. Consider the two-dime
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assuming that: ℓ=1 m,A=4×4 cm2 (square), P=4kN,q=2kN/mE=200GPa,A1=Aj=2A,A2=Ai=A,E1=2E,E2=E. Consider the two-dime
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