bolts design

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BOLT DESIGN

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I'm looking at the interaction equation AISC (J3-3b), page 161-1!", AISC Steel #anual, 13th $% &ol'ing (or )'nt * )nt)or A3+, bolt&, )nt - "! k&i ten&ion an% )n' - ./ k&i &hear (rom AISC 0able J3+ an% 1 - +!! in AS20hi& mean& that all the term& in equation J3-3b are con&tant e3cept the &hear &tre&& ('I( I ha'e a connection that ha& both moment an% &hear an% # - 11/, (t-kip& an% 4 - "/ kip& on a 51.33/ (1.1+,6 %eep) then7C - 0 - #8% - (11/, 3 1+)81.1+, - 1!!69 kip& ten&ionthi& implie&7 :o o( bolt& - 08)nt - 1!!69 kip&81"" kip&8bolt - ,!6 bolt&(or &hear7:o o( bolt& - 48)n' - "/ kip& 8 1!6 kip&8bolt - "+ bolt&Choo&e ;'e (,) bolt& an% check the interaction equation7)'nt - 13