Return to index: [Subject] [Thread] [Date] [Author]

Re: AISC Appd. 'B' - Qs

[Subject Prev][Subject Next][Thread Prev][Thread Next] USe the HSS Specification Table 2.2-1.  An HSS 10x10x1/4 has a nominal moment capacity of 91.5 k-ft in bending. This is based on be = 8.49 inches ( Equation 5.1-7).
--
Davis G. Parsons II, PE RA AEI
a practical structural engineer
in Fort Worth, Texas