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11 K <br />. eismi Provisions Member Code Check Summary 6/16 <br />RAM Structural System 17.03.00.285 <br />�V%altl <br />DataBase: mezz250LL 02/09/23 19:23:24 <br />%IBenttey- Building Code: IBC Steel Code: AISC341-16 - LRFD <br />Criteria <br />Apply one and two story exceptions where applicable <br />Cd/Ie = 4.0 <br />BRBF and SCBF - Required Column Strength based on Larger of Strength and Capacity Limited Seismic <br />Forces. <br />Frame #1: <br />Story:First Column: 31 <br />Size:HSS8X8Xl/2 Fy (ksi): 50.00 <br />Dl .4a Required Strength --- OK <br />D2.5b Column Splices - Required Strength <br />Column Splices <br />Type: Ordinary Concentrically Braced Frame <br />Story:First Column: 32 Type: Ordinary Concentrically Braced Frame <br />Size:HSS8X8X1/2 Fv (ksi): 50.00 <br />D 1.4a Required Strength --- OK <br />D2.5b Column Splices - Required Strength <br />Column Splices <br />Story:First Beam: 31 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: 32 Type: Ordinary Concentrically Braced Frame <br />Size:HSS8X8X1/2 Fy (ksi): 46.00 <br />F1.5a Basic Requirements (D1.1 Moderately Ductile) --- OK <br />Story:First Brace: 33 Type: Ordinary Concentrically Braced Frame <br />Size:HSS8X8X1/2 Fy (ksi): 46.00 <br />F1.5a Basic Requirements (D1.1 Moderately Ductile) --- OK <br />