A beam-column has the following properties and loading: A992 W8x35 and an unbraced length of 10-ft. Pu = 160 kip. It is bent about its strong axis. The two ends are pinned, and the beamcolumn is part of a braced frame (BF) system. Take Cb = 1.14. Take the moment modification factor, B1, to be 1.06 to assist you in determining the magnified moment (Mr) from the factored moment with no translation (Mnt). What is the maximum factored bending moment (Mu) that can be applied to the beam-column and still meet AISC Equation H1-1a?
A beam-column has the following properties and loading: A992 W8x35 and an unbraced length of 10-ft. Pu = 160 kip. It is bent about its strong axis. The two ends are pinned, and the beamcolumn is part of a braced frame (BF) system. Take Cb = 1.14. Take the moment modification factor, B1, to be 1.06 to assist you in determining the magnified moment (Mr) from the factored moment with no translation (Mnt). What is the maximum factored bending moment (Mu) that can be applied to the beam-column and still meet AISC Equation H1-1a?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A beam-column has the following properties and loading: A992 W8x35 and an unbraced length of 10-ft. Pu = 160 kip. It is bent about its strong axis. The two ends are pinned, and the beamcolumn is part of a braced frame (BF) system. Take Cb = 1.14. Take the moment modification factor, B1, to be 1.06 to assist you in determining the magnified moment (Mr) from the factored moment with no translation (Mnt). What is the maximum factored bending moment (Mu) that can be applied to the beam-column and still meet AISC Equation H1-1a?
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