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I a Member Code Check <br />.=. RAM Frame 17.d3.00.285 OeF A✓" <br />DataBase: mezz250LL 02/09/23 19:23:24 <br />nl$entley Building Code: IBC lot, L-041 <br />Column Parameters <br />Story: First Frame No: 1 Member No: 32 <br />Fy (ksi): 50.00 Size: HSS8X8X1/2 <br />Frame Type: Ordinary Concentrically Braced Frame <br />Criteria <br />Apply one and two story exceptions where applicable <br />D1.4a Required Strength --- <br />Compression: Max Pu (kip) = 81.20 --- Combination: 1.240 D + 0.500 Lp - 2.000 E24 <br />Max Pu/�Pn = 0.17 <br />Tension: Max Pu (kip) = 43.35 --- Combination: 0.860 D - 2.000 E21 <br />Max Pu/�Pn = 0.07 <br />D2.5b Column Splices - Required Strength <br />Design strength of column splices must meet or exceed the following forces: <br />Required tension and compression strength from D1.4a. <br />Required shear for column splice is max result from D2.5b and D2.5c <br />Refer to AISC 341 section D2.5b for additional detailing requirements. <br />D2.5c Required Shear Strength <br />Major Minor <br />Mpc (kip-ft) 156.25 156.25 <br />Column Splice Shear Force Required Mpc / H <br />Where Mpc is the lesser nominal plastic flexural strength of the column sections. <br />See code for more information on the Required Shear Strength <br />