(a) neutral axis
The neutral axis is the axis about which bending occurs in a beam or a composite section. As a key parameter, the neutral axis position (NAP) is so important that it is needed in most theories of structural design. Moreover, the neutral axis position serves as a potential indicator of the structure's safety condition.
You can use the principle of superposition to find the neutral axis, a uniform stress distribution due to compression load =P/A, P = axial compression load, plus the bending stresses created by the bending moment = M.c/I, where M is the bending moment, c is the centroidal axis of the cross-section, and I is the second moment of area of the section. Adding the two stresses will locate the neutral axis
(b)
The largest bending moment is ∣"M_max" ∣= 15000 lb · ft acting just to the left of section B. From the tables in Appendix B, we find that the section modulus of a "W14\u00d730 (P520)" section is"S = 42.0 in^3" Therefore, the maximum bending stress in the beam is
"\\sigma_ {max}= \\frac {M_ {max} }{S} =\\frac {15000\\times 12 } {42}"
"=4290psi"
diagram for sfd and bmd:
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