1. A steel column 10 m long is fabricated from a cover plate and C section arranged as shown. Determinethe safe compressive load. Fy = 248 MPa, E= 200 GPa. Use AISC/NSCP Specs.450 mm-cover plate'I 12 mmy2IPd210 mC 310 x 37A = 4720 mm?d = 305 mmbf = 77 mmtf = 12.7 mmtw = 9.8 mmC 310 X 37a) Both ends of column are fixedb) Both ends of column are hingedc) One end fixed, the other end hingedUse design values of k.twd=305-Ix = 59.9x10° mmly = 1.85x10° mmx = 17.1 mmx=17.1

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Answered: 1. A steel column 10 m long is…

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

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Problem 5.13.1P

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