Discuss the fixed boundary conditions

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Reference no: EM131500657

Question: The members of the floor truss shown in the accompanying figure have a cross-sectional area of approximately 21.5 in2 and are made of Douglas-fir wood with a modulus of elasticity of E = 1.9 x 106 lb/in2. Using ANSYS, determine the deflection of each joint, the stresses in each member, and the reaction forces. Verify your results Also, replace one of the fixed boundary conditions with rollers and solve the problem again to obtain the stresses in each member. Discuss the difference in results.

Reference no: EM131500657

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