Solve all problems using the finite element stiffness method.For the beams shown in Figu...

Solve all problems using the finite element stiffness method.For the beams shown in Figure P4–25, determine the maximum deflection and maximum bending stress. Let E = 200 GPa or 30 × 10⁶ psi for all beams as appropriate for the rest of the units in the problem. Let c be the half-depth of each beam.