Solve Prob. 4–78, using solid elements. Use a one-half model with symmetry. Be very careful to constrain the plane of symmetry properly to assure symmetry without overconstraint.

Data from 4-78

For the curved steel beam shown, F = 6.7 kips. Determine the relative deflection of the applied forces.

Transcribed Image Text:

-3 in- 0.375 in 下F 2 in 0.75 in- 1.5 in 0.375 in Section A-A -4 i -