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jose@ramirezstructural.com <br />(562) 519-6045 <br /> <br />DEMAND | LOAD & RESISTANCE FACTOR DESIGN LOAD COMBINATIONS | ANSI MH16.1 7.1.3 <br />=k 2 | 1.40D + 1.20P Pu =k <br />5 | (1.2 + 0.2SDS)D + (1.2 + 0.2SDS)βP + pE Pu =k <br />5 | (1.2 + 0.2SDS)D + (1.2 + 0.2SDS)Βp Pu =k <br />STATIC STRESS <br />=k STATIC STRESS <br />=k <br />COMBINED STRESS I | ANSI-AISI S100-16 H1.2 | DOWN AISLE <br />IF Pu/Pa ≤ 0.15 <br />Pu/Pao + Mu/Max + 1/May <br />COMBINED STRESS II | ANSI-AISI S100-16 H1.2 αx = 1 - 0.85 * (/) = <br />αy = 1 - 0.85 * (/) = <br />IF Pu/Pa > 0.15 αi = 1 - 0.85 * (Pu/Pei) <br />α α <br />** <br />STRESS III | CROSS-AISLE <br />CROSS-AISLE | Pu =k <br />=k <br />6.73SEISMIC LOAD | CROSS-AISLE <br />SEISMIC LOAD | DOWN-AISLE 3.32 <br />Pust 4.55 0.59 OK <br />Pa 7.75 <br />PL 3.17 4.55 <br />13.438 13.732 <br />13.438 13.73219.592 <br />6.73 <br />Pao 19.59 <br />0.34 OKSTRESS III <br />3.317 <br />3.317 <br />15.014 <br />72.376 <br />0.812 <br />0.961 <br />13.438 0.812 13.73219.592 0.812 <br />DESIGN OK <br />ENGINEERED BY: <br />JOSE RAMIREZ, PE <br /> <br />JOB: 3535 W GARRY AVE <br />JOB NO.: 24-221 <br /> <br /> <br />DATE:05/15/24 <br /> <br />SHEET NO.: 21/29