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1111.11111 <br /> SEIZMIC <br /> iiiesesiZi:1.0000001 PROJECT Cross Dock <br /> FOR Tuff Shed <br /> MATERIAL HANDLING ENGINEERING SHEET NO. 26 <br /> TEL:(909)869-0989 CALCULATED BY TC <br /> 1130 E.CYPRESS STREET,COVINA,CA 91724 DATE 6/11/2024 <br /> LOADS AND DISTRIBUTION: <br /> V= Cs x Ws <br /> = SOS x Ws/(R/I) <br /> Sips= 2/3 x Fa x Ss Ss= 1.32 <br /> = 0.88 Fa= 1.00 <br /> I= 1.00 <br /> wPL/ARM= 1,800 LB <br /> wDL/ARM= 125 LB <br /> #OF LEVELS= 2 <br /> Cross Aisle: <br /> R= 2.5 <br /> V-coeff.= 0.7*(2/3)x Fa x Ss x le/R <br /> = 0.246 <br /> Vc= V-coeff.x Ws Ws= 1(0.67*wPL+wDL) <br /> = 0.246 x 2662 LB = 2,662 LB <br /> = 656 LB <br /> LEVEL Hx Wx Hx Wx Fi Fi Hx <br /> H1= 80 IN 1,925 LB 154,000 IN-LB 230 LB 18,412 IN-LB <br /> H2= 148 IN 1,925 LB 284,900 IN-LB 426 LB 63,014 IN-LB <br /> 3,850 LB 438,900 IN-LB 656 LB 81,426 IN-LB <br /> Down Aisle: <br /> R= 3.25 <br /> V-coeff.= 0.7*(2/3)x Fa x Ss x le/R <br /> = 0.190 <br /> Vd= V-coeff.x Ws <br /> = 0.19 x 2662 LB <br /> = 505 LB <br />