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Structural <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />Engineering & Design Inc. <br />Bob S Project: Airborne <br />Selsmlc Forces Configuration: Type A Selective Rack <br />Lateral analysls is Performed with regard to the requirements of the 2012 RMI ANSI MH 16.1-2012 Sec 2.6 & ASCE 7-16 sec 16.5.3 <br />Transverse (Cross Aisle I Seismic Load <br />V= Cs*IP*Ws=Cs*IP*(0.67*P*PrF+D) vt <br />Cs1= Sds/R <br />= 0.2612 Cs -max * Ip= 0.2612 <br />Cs2= 0.044*Sds Vmin= 0,015 <br />= 0.0460 Eff Base Shear=Cs= 0.2612 Transverse Elevafton <br />Cs3= 0.5*Si/R Ws= (0.67*PLRF1 * PL)+DL (RMI 2.6.2) <br />= 0.0585 = 4,435 lb <br />Cs -max= 0.2612 Vtransv=Vt= 0.2612 * (80 lb + 4355 Ib) <br />Ett�f� <br />Etransverse= 1,158 lb <br />Limit States Leve/ Transverse seismic shear per upright <br />Level PRODUCT LOAD P P*0.67*PRFl DL hi wi*hi <br />1 4,000 lb <br />2 2,500lb <br />sum: P=6500lb <br />2,680 lb <br />1,675 lb <br />4,355 lb <br />40 lb <br />40 lb <br />80 lb <br />54 in <br />108 in <br />W=4435 lb <br />146,880 <br />185,220 <br />332,100 <br />Approved <br />FOR PERMIT ISSUANCE <br />-14 <br />S1= 0.468 <br />Fa= 1,200 <br />Fv= 1.840 <br />Sds=2/3*Ss*Fa= 1.045 <br />Sd1=2/3*S1*Fv= 0.574 <br />Ca=0.4*2/3*Ss*Fa= 0.4179 <br />(Transverse, Braced Frame Dir,) R= 4,0 <br />Ip= 1.0 <br />PRR <br />Pallet Height=hp= 48.0 in <br />DL per Beam Lvl= 40 lb <br />Fi G* <br />Similarly for longitudinal seismic loads, using R=6.0 Ws= (0.67 * PLRF2 * P) + DL p <br />RF2= 1.0 <br />Cs1=Sd1/(T*R)= 0,1914 = 4,435 lb (Longitudinal, unbraced Dir.) R= 6.0 <br />Cs2= 0,0460 Cs=Cs-max*Ip= 0.1914 T= 0.50 sec <br />Cs3= 0.0390 ng0.1914 * (80 lb + 4355 lb) <br />Cs -max= 0.1914 [El.�ng7ilt.dinw== 849 lb Limit State.Leve/Longk.se/sm/a shear per upright <br />Level PRODUC LOAD P P*0.67*PRF2 DL hi wi*hi <br />1 4,000lb 2,680lb <br />2 2,500lb 1,675lb <br />40 lb 54 in 146,880 <br />40 lb 108 in 185,220 <br />512.2lb 39,952-# <br />645.8lb 85,246-# <br />1,158lb 1=125,197 <br />FI Front View <br />375.5 lb <br />473.5 lb <br />sum: 4 355 lb 80 lb W=4435 lb 332 100 849 fb <br />type a 5e1ect-airborne-revd.xl5 Page of 3/6/2025 <br />