Use a computer program to solve the truss design problems shown in Figures P3–62 through P3–70….


Use a computer program to clear-up the truss intent problems shown in Figures P3–62 through P3–70. Determine the individual most critical cross-sectional area grounded on culmination lawful relinquish power or buckling power (grounded on either Euler’s or Johnson’s formula as applicable) using a factor of insurance (FS) listed present to each truss. Recommend a low structural figure and extent for each truss. List the largest three nodal displacements and their locations. Also involve a devise of the deflected figure of the truss and a principal importance devise.