For the beam in Figure P4-37, determine a suitably sized W section from Appendix F or from

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For the beam in Figure P4-37, determine a suitably 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.
Figure P4-37
70 kN 70 kN 17 kN 2.5 m 2.5 m -5 m- 10 m 10 m
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