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Seismic Provisions Member Code Check Summary 21 56 <br />nj$entley- <br />RAM Structural System 17.03.00.285 <br />DataBase: mezz250LL <br />Building Code: IBC <br />Frame #4: <br />Story:First Column: 16 <br />Size:HSS8X8X1/2 Fy (ksi): 50.00 <br />D 1.4a Required Strength --- OK <br />D2.5b Column Splices - Required Strength <br />Column Splices <br />/VVVV- <br />Page 4/8 <br />02/09/23 19:23:24 <br />Steel Code: AISC341-16 - LRFD <br />Type: Ordinary Concentrically Braced Frame <br />Story:First Column: 20 Type: Ordinary Concentrically Braced Frame <br />Size:HSS8X8X1/2 Fy (ksi): 50.00 <br />D 1.4a Required Strength --- OK <br />D2.5b Column Splices - Required Strength <br />Column Splices <br />Story:First Beam:148 Type: Ordinary Concentrically Braced Frame <br />Size:W18X65 Fy (ksi): 50.00 <br />No Special Seismic Provision Checks Required For This Member <br />Story:First Brace: 26 Type: Ordinary Concentrically Braced Frame <br />Size:HSS8X8X1/2 Fy (ksi): 46.00 <br />F1.5a Basic Requirements (131.1 Moderately Ductile) --- OK <br />Story:First Brace: 27 Type: Ordinary Concentrically Braced Frame <br />Size:HSS8X8X1/2 Fy (ksi): 46.00 <br />F 1.5a Basic Requirements (D 1.1 Moderately Ductile) --- OK <br />