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215 SHUKSAN WAY 2023 Plans 2024-07-08
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215 SHUKSAN WAY 2023 Plans 2024-07-08
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Last modified
7/8/2024 1:11:09 PM
Creation date
6/28/2024 1:43:01 PM
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Address Document
Street Name
SHUKSAN WAY
Street Number
215
Permit
B2309-037
Year
2023
Notes
INSTALL 77 BAYS OF PALLET RACKING IN WAREHOUSE
Address Document Type
Plans
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*10 PS <br /> Genetics 8/4/2023 <br /> E N G I N E ER E�LE E Everett,WA 98203 RVC <br /> IN G <br /> Transverse Bracing: <br /> va <br /> Rack Depth= 54 in. <br /> Horiz. Length of Brace= 48 in. 42 in.(w/backer) <br /> Rack Height= 360 in. <br /> Dist.To 1st Horizontal = 12 in. ,� <br /> Dist.To Last Horizontal= 348 in. <br /> //>' <br /> Number of Panels= 9 � <br /> Average Spacing= 37.333 in. a� <br /> Brace= 1.5x1.5x16ga. t= 0.06 in. / �.. <br /> Width= 1.50 in. K= 1 <br /> Depth= 1.50 in. Fy= 55.0 ksi <br /> Ae= 0.27 in.2 Fe= 60.0 ksi <br /> rX= 0.52 in. E= 29000 ksi <br /> ry= 0.63 in. ckc= 0.85 <br /> Panel Spacing Elev. Brace Angle '-brace pF1 Vi Pu Ac Fn <br /> (in.) (in.) Type (deg.) (in.) (lbs.) (lbs.) (lbs.) ksi �P Unity <br /> 0 --- 12 --- - --- 1212.0 5007 --- --- --- <br /> 1 36 48 / 37.3 52.8 100.4 3795 4771 1.4 24.0 5481 0.87 <br /> 2 36 84 / 37.3 52.8 177.7 3695 4645 1.4 24.0 5481 0.85 <br /> 3 36 120 / 37.3 52.8 344.6 3517 4421 1.4 24.0 5481 0.81 <br /> 4 36 156 / 37.3 52.8 244.7 3172 3988 1.4 24.0 5481 0.73 <br /> 5 42 198 / 42.1 56.6 687.5 2928 3948 1.5 21.1 4831 0.82 <br /> 6 42 240 / 38.4 61.2 668.5 2240 2857 • 1.6 18.1 4135 0.69 <br /> 7 48 288 / 42.5 65.1 798.3 1572 2132 1.7 16.0 3655 0.58 <br /> 8 48 336 / 42.5 65.1 773.4 773 1049 1.7 16.0 3655 0.29 <br /> 9 12 348 / 9.5 48.7 0.0 0 0 1.3 27.2 6211 0.00 <br /> 10 <br /> 336.0 5007.0 <br /> rr2E <br /> Fe = 2 (AISI Eq.C4.1.1 - 1) <br /> (KLir) When A. <_ 1.5 -* Fn = (0.658Ac2)Fy (AISI Eq. C4.1-2) <br /> F <br /> = y (AISI Eq.C4.1 -4) C0.877) <br /> Fe When A„ > 1.5 -* Fn = 2 z Fy (AISI Eq.C4.1 -4) <br /> Welded Brace Connection Check <br /> Parameters Base Material Weld Material <br /> Weld= 0.1250 in. Pn= 10.91 k Fexx= 70 ksi <br /> t,= 0.0884 in. = 0.65 Pn= 14.11 k <br /> Lweld= 3.04 in. COP = 7.09 k = 0.60 <br /> Unity= 0.67 O.K. 4)13 n = 8.47 k <br /> Unity= 0.56 O.K. <br /> 29/49 <br />
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