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APROJECT: Cross Dock <br /> � [� 1 FOR: Tuff Shed Jeffery Beag <br /> ADDRESS: 6501 Rainier Dr., <br /> Everett,WA <br /> SHEET#: 5 <br /> MATERIAL HANDLING,.ENGINEERING CALCULATED BY: tchang <br /> EST.1985 '° DATE: 6/11/2024 <br /> TEL:(909)869-0989 PN: 20240523 5 <br /> 1130 E.CYPRESS ST,COVINA,CA 91724 <br /> Loads and Distributions:Type 144" <br /> Determines seismic base shear per Section 2.6 of the RMI&Section 2209.of the 2021 IBC <br /> EL. ^ Fn <br /> #of Levels: 2 SDC: D RL: 6 Ss: 1.32 <br /> EL 5 F5 <br /> Pallets Wide: 2 WPL: 7200 R,.: 4 Si: 0.47 „ <br /> Pallets Deep: 1 WDL: 200 lbs Fa: 1 Ip: 1 EL4 F4 <br /> Pallet Load: 1800 Fv: 1.83 Tl: 1.28 EL3 F3 <br /> Total Frame Load: 7400 lbs <br /> EL2 F2 <br /> SDS=2/3•Ss•F,= 0.88 <br /> SD,=2/3 S,•FV= 0.57 EL' F' <br /> W,-0.67 WPL+WDL= 50241bs d� <br /> Seismic Shear per RMI 2012 2.6.3: <br /> Longitudinal Transverse <br /> V1one1 =Cs•I •Ws <br /> =SD,/(TL•RL)•1F•Ws <br /> =0.57/(1.28 6)•1.5024=372.91lbs <br /> V,,.need not be greater than: V need not be greater than: <br /> V1on82 =C,•Ip•Ws \cans, =Cs•Ip•W, <br /> =SDS/RL•Ip•Ws =SD,/RT•I,,•WV, <br /> =0.88/6 1.5024=736.851bs =0.88/4.1.5024=1105.281bs <br /> If S,>=0.6,then V shall not be less than: If S,>=0.6,then V shall not be less than: <br /> V1on83 =C,•It,•Ws =C,•Ip•Ws <br /> =0.5•S,/RL•Ip•W, =0.5•S,/R,.•Ip•W, <br /> =0.5 0.47/6 1 5024=196.77lbs =0.5.0.47/4.1.5024=295.16 lbs <br /> V,,.shall not be less than: shill not be less than: <br /> V1on84 =C,•Ip•Ws V ren 3 =C.•Ip•W, <br /> Max[0.044•SDS,0.03]•Ip•Ws =Max[0.044 SDS,0.5 S,/RT,0.03]•Ip•Ws <br /> =Max[0.04,0.03]•1.5024=194.53 lbs =Max[0.04,0.06,0.03]•1.5024=295.16 lbs <br /> Since: 372.91 <_736.85 Since: <br /> &372.91> 196.77 1105.28>295.16 <br /> & 1105.28 295.16 <br /> &372.91> 194.53 >_ <br /> V,,�=372 lbs V, =1105 lbs <br />