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Seismic Provisions Member Code Check Summary 20sc <br />njBentley- <br />RAM Structural System 17.03.00.285 <br />DataBase: mezz250LL <br />Building Code: IBC <br />Frame #3: <br />Story:First Column: 4 <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 />Page 3/8 <br />02/09/23 19:23:24 <br />Steel Code: AISC341-16 - LRFD <br />Type: Ordinary Concentrically Braced Frame <br />Story:First Column: 8 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:147 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: 34 Type: Ordinary Concentrically Braced Frame <br />Size:HSS8X8X1/2 Fy (ksi): 36.00 <br />F1.5a Basic Requirements (D1.1 Moderately Ductile) --- OK <br />Story:First Brace: 35 Type: Ordinary Concentrically Braced Frame <br />Size:HSS8X8X1/2 Fy (ksi): 36.00 <br />F1.5a Basic Requirements (D1.1 Moderately Ductile) --- OK <br />