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jose@ramirezstructural.com <br />(562) 519-6045 <br /> <br />SEISMIC FORCES | LOAD & RESISTANCE FACTOR DESIGN (LRFD)= <br />DS -*= <br />SEISMIC LOAD | 1.20 + 0.20SDS +*= <br />β = 1.00 | SEISMIC UPLIFT β <br />β = 0.70 | SEISMIC LOAD <br />SEISMIC OVERTURNING <br />CASE I | WEIGHT OF RACK + EVERY STORAGE LEVEL AT 67% RATED LOAD CAPACITY | CROSS-AISLE <br />k *in *k *in * <br />k-in k-in <br />k *in * <br />k-in <br />k-in k-in <br />(-) /in (++) /in <br />TENSION (k) |COMPRESSION (k) | <br />TENSION (k) | COMPRESSION (k) | <br />CASE II | WEIGHT OF RACK + HIGHEST STORAGE LEVEL ONLY AT 100% RATED LOAD CAPACITY | CROSS-AISLE <br />k *in *k *in * <br />k-in k-in <br />k *in * <br />k-in <br />k-in k-in <br />(-) /in (++) /in48.0030.69 <br />12.04 <br />E w/ p <br />0.69 24.00 0.6664 0.19 <br />w/o p 0.33 w/o p <br />30.69 w/o p 23.61 <br />w/o p SHEAR (k) | 0.08 <br />24.00 1.4336 <br />11.04 6.54 <br />PL <br />0.50 24.00 1.0035 <br />4.08 <br />SHEAR (k) | <br />SEISMIC UPLIFT SEISMIC LOAD <br />w/o p 0.44 <br />PL <br />24.00 0.00004.25 <br />102.31 <br />E w/ p 113.05 w/o p <br />48.00 <br />0.88 <br />86.96 70.98 48.00 6.54 102.31 <br />w/ p w/ p 4.62 <br />86.96 <br />86.96 <br />0.19 <br />6.5470.98 <br />1.0035 <br />4.44 <br />1.20 0.20 1.168 1.4336 <br />DL + PL DL <br />24.00 0.0000 24.00 0.0000 <br />SDS 1.168 ANSI MH16.1 | 7.1.3 <br />11.04 48.00 30.69 6.54 12.04 <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.: 14/29