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PROJECT: Cross Dock
<br /> r 1 �MIC „ FOR: Tuff Shed_Jeffery Beag
<br /> ADDRESS: 6501 Rainier Dr.,
<br /> Everett,WA
<br /> SHEET#: 21
<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 /> OVERTURNING ANALYSIS Configurationl Type 144"
<br /> Per RMI Sec 2.6.9 and ASCE7-16.Sec 15.5.3.6.Weight of rack with all levels loaded to 67%capacity.&with only top level loaded
<br /> FULLY LOADED
<br /> w
<br /> Wp,=7,200 lbs W„=200 lbs
<br /> 11 Fr
<br /> Wp,•67%=7,200.0.67=4,824 lbs *MI�F6
<br /> :ilk
<br /> V,.,,,,=(1.0.22.1•((0.67.4,824)+200))=755 lbs �111111111111 F 5
<br /> M0,,,=VT..•Ht=755.105=79,275 in-lbs
<br /> �i�F4
<br /> Elm
<br /> Mg,=((Wp,•0.67)+Wd,)•d•Factor I�
<br /> F3
<br /> =((7,200.0.67)+200)•48.0.5=120,576 in-lbs PAW
<br /> P pie= 1•(M,,,-M5)/d=(79,275- 120,576)/48=-860 lbs ,i F2
<br /> pr F1
<br /> ��psa 0)=no uplift ;.,...:.. .`:-.... .::: : ::::�
<br /> PUpllit T D
<br /> P, w = 1•(Mop,+Ms,)/d=(79,275+ 120,576)/48=4,163 lbs CROSS AISLE ELEVATION
<br /> TOP SHELF LOADED
<br /> Shear=836 lbs
<br /> =V,.OP•Ht=836•(98+((52- 10)/2))=99,484 in-lbs
<br /> My =(1+Wd,)•d=(3,600+200)•(48.0.5)=91,200 in-lbs
<br /> P.ph„=1•(Mop,-Mg,)/d=(99,484-91,200)/48=172 lbs
<br /> ANCHORS
<br /> No.of Anchors(#Anchors):2
<br /> Pull Out Capacity per Anchor(TA,10 ,): 1,543 lbs
<br /> Shear Capacity per Anchor: 1,661 lbs
<br /> COMBINED STRESS
<br /> Fully Loaded =((0/2)/ 1,543)+((755/4)/1,661) =0.114
<br /> Top Shelf Loaded =((172/2)/1,543)+((836/4)/1,661) =0.182
<br /> Seismic UpLift =(0/2)/1,543 =0
<br /> Critical(LC#7B)
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