A beam consisting of ASTM-A36 steel (see Appendix B) and having a W6X12 wide-flange cross section (see Appendix E) is to be used in the supporting structure of a pedestrian walkway. The beam will be subjected to an estimated maximum bending moment of magnitude |M|max= 90, 000 in‐lb. Choose a wide-flange cross section in Appendix E with a nominal depthd= 6 in so that the beam will have a factor of safety of at least 4.
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