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jose@ramirezstructural.com <br />(562) 519-6045 <br /> <br />LATITUDE | DEGREES RISK CATEGORY | ASCE T1.5-1 | <br />LONGITUDE | DEGREES SITE CLASS | ANSI MH16.1 T7.4-3 | <br />IMPORTANCE FACTOR | ANSI MH16.1 7.4.2.2 |SEISMIC DESIGN CATEGORY | ANSI MH16.1 7.4.9 | <br />Fa == Fa * Ss = <br />Fv = =* <br />== <br />Ss = = Fv * S1 = <br />1 ==2/3 * <br />== <br />BRACED FRAME | R = 4.00 <br />MOMENT FRAME | R = 6.00 <br />SEISMIC RESPONSE COEFFICIENT | Cs <br />Cs = SDS/R | ANSI MH16.1 7.4.6 MINIMUM LIMIT | Cs <br />MIN I = 0.010 <br />MOMENT FRAME | /CsMIN II = 0.044 * SDS =* <br />CsMIN II = <br />COMPARE LIMITS CsMIN III = 0.50 * S1/R <br />BRACED FRAME | ≤BRACED FRAME | CsMIN III = */ <br />CsMIN III = <br />MOMENT FRAME | ≤MOMENT FRAME | CsMIN III = */ <br />CsMIN III = <br />MOMENT FRAME | <br />SEISMIC WEIGHT | Ws Ws = DL + 0.67 * PL | ANSI MH16.1 7.4.2.2 <br />TOTAL PRODUCT LOAD (lbs) | <br />TOTAL DEAD LOAD (lbs) = 3% PL | <br />Ws (k) = <br />DL (lbs) = PL (lbs) = <br />Ws (k) = <br />CASE II | <br />WEIGHT OF RACK + HIGHEST STORAGE LEVEL ONLY AT 100% RATED LOAD CAPACITY <br />Ws (k) = <br />0.044 1.17 <br />0.051 <br />IF S1 ≥ 0.6g | <br />0.50 0.49 <br />Cs = <br />Cs = <br />1.17 6.00 <br />0.292 <br />0.195 <br />0.051 0.292 <br />1.33 0.89 <br />0.53 <br />4.44 <br />Cs = 0.195 <br />6340 <br />190 <br />190 4248 <br />0.051 0.195 <br />4.00 <br />0.50 0.49 6.00 <br />N/A <br />N/A <br />1.16 <br />0.56 <br />Cs = <br />Cs = <br />-117.916635 DEFAULT <br />1.00 D <br />1.20 <br />2.72 1.75 <br />1.75 1.17 <br />SEISMIC ANALYSIS <br />33.706047 II <br />SMS SDS SMS <br />SM1 SD1 SM1 <br />3.04 <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.: 11/29