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Structural <br /> Engineering & Design Inc. <br /> 1815 Wright Ave La Verne CA 917 0 T I• U09,596.1351 Fax OA 5A6 7186 <br /> By: NIHAL Project: NORTHWEST PUMP Project#: <br /> Seismic Forces Configuration:TYPE A <br /> Lateral analysis is performed with regard to the requirements of the 2012 RMI ANSI MH 16.1-2012 Sec 2.6&ASCE 7-16 sec 15.5.3 SS= 1.376 <br /> Transverse(Cross Aisle)Seismic Load S1= 0.489 <br /> V= Cs*Ip*Ws=Cs*Ip*(0.67*P*Prf+D) vt Fa= 1.200 <br /> Cs1= Sds/R Fv= 1.811 <br /> = 0.2752 Cs-max*Ip= 0.2752 Sds=2/3*Ss*Fa= 1.101 <br /> Cs2= 0.044*Sds Vmin= 0.015 Sd1=2/3*S1*Fv= 0.590 <br /> = 0.0484 Eff Base Shear=Cs= 0.2752 Transverse Elevation Ca=0.4*2/3*Ss*Fa= 0.4403 <br /> Cs3= 0.5*S1/R Ws= (0.67*PLRFI * PL)+DL(RMI 2.6.2) (Transverse,Braced Frame Dir.)R=4.0 <br /> = 0.0611 = 2,830 Ib Ip= 1.0 <br /> Cs-max= 0.2752 Vtransv=Vt= 0.2752*(150 Ib+ 2680 Ib) PRF1 W <br /> ®ase shear Coeff=cs= 0.2752 Etransverse= 779 Ib Pallet Height=hp= 48.0 in <br /> Limit States Level Transverse seismic shearperupright DL per Beam Lvl= 75 Ib <br /> Level PRODUCT LOAD P P*0.67*PRFI DL hi wi*hi Fi Fi*(hi+hp/2) <br /> 1 4,000 Ib 2,680 Ib 75 Ib 54 in 148,770 710.3 Ib 55,403-# <br /> 2 0 Ib 0 Ib 75 Ib 192 in 14,400 68.7 Ib 14,839-# <br /> sum: P=4000lb 2,680 lb 150lb W=2830lb 163,170 779lb 2=70,243 <br /> Longitudinal(Downaisle)Seismic Load <br /> Slmilarly for longitudinal seismic loads,using R=6.0 Ws= (0.67 PLRFz P)+ DL PRP2= 1.0 •',u,< =1 ED -7 <br /> CSI=Sd1/(T*R)= 0.1968 = 2,830 lb (Longitudinal,Unbraced Dir.)R= 6.0 <br /> Cs2= 0.0484 Cs=Cs-max*ip= 0.1968 T= 0.50 sec <br /> Cs3= 0.0408 Vlong= 0.1968* (150 Ib+ 2680 Ib <br /> Cs-max= 0.1968 [Elongitudinal= 557Ilb LimitStatwLeve/LongH:seismicshearperapNght <br /> Level PRODUC LOAD P P*0.67*PRF2 DL hi wi*hi Fi Front view <br /> 1 4,000 Ib 2,680 Ib 75 lb 54 in 148,770 507.8 Ib <br /> 2 0 Ib 0 Ib 75 Ib 192 in 14,400 49.2 Ib <br /> sum: 2,680 lb 150lb_ W=2830lb 163,170 557lb <br /> TYPE A Page 5 of 20 7/2/2024 <br />