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-� & Member Code Check <br />�romf 'Fay <br />RAM Frame .03.00.285 2�t OF <br />DataBase: mezz250LL 5twe L&,d4 <br />%18entley Building Code: IBC <br />Brace Parameters <br />Story: First Frame No: 1 Member No: 33 <br />Fy (ksi). 46.00 Size: HSS8X8X1/2 <br />Frame Type: Ordinary Concentrically Braced Frame <br />Criteria <br />Apply one and two story exceptions where applicable <br />F1.5a Basic Requirements (D1.1 Moderately Ductile) --- <br />Flange b/tf = 14.20 Limit = 16.13 <br />Web h/tw = 14.20 Limit = 16.13 <br />02/09/23 19:23 :24 <br />F1.6a Diagonal Brace Connections . <br />Maximum Compression force (kip) = 95.74 Seismic Load Combo: 1.240 D + 0.500 Lp + 2.000 E24 <br />Expected Compression force (kip) = 396.89. <br />Maximum Tension force (kip) = 83.26 Seismic Load Combo: 0.860 D + 2.000 E21 <br />Expected Tension force (kip) = 869.40. <br />Bolt Slip Compression (kip) = 65.65 Standard Load Combo: 1.240 D + 0.500 Lp + 1.300 E24 <br />Bolt Slip Tension (kip) = 53.16 Standard Load Combo: 0.860 D + 1.300 E21 <br />