Solve all problems using the finite element stiffness method.
For the beam design problems shown in Figures P4–34, determine the size of beam to support the loads shown, based on requirements listed next to each beam.
For the beam shown in Figure P4–35, determine a suitable sized W section from Appendix F or from another suitable source such that the bending stress does not exceed 150 MPa and the maximum deflection does not exceed L/360 of any span.
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