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member in tension W14x22 of A572 grade 42 steel is subjected to a factored tensile load Tu = 60 Kips and factored bending moments Mux of 28 Kips-ft and Muy = 6 Kips-ft. Is the member Lb = 8.0 ft and Cb = 1.67 satisfactory?Consider the axial loads and indicated moments factored.Calculate P-delta effects according to IMCA Appendix 8Show the respective calculations in each problem there is no compression load

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