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�o-oi.i BOEING WPS
<br /> STRUCTURAL PROPERTIES/SUMMARY P.o.Box 3707
<br /> ` Seattle,Washington 98124-2207
<br /> PROJECT Install Pallet Racks for 40-05 JOB NO. W4963253
<br /> FIG. BY C. Rossell CHECKED 8 M. Abdi DATE 01/10/1$ REV'D
<br /> Multiple Rack Analysis, Ground Floor
<br /> (2009 IBC Chapter 22, Section 2208- Steel Storage Racks)
<br /> BUILDING: 40-05.1 LOCATION: D-12
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<br /> STRUCTURAL PROPERTIES:
<br /> Beam LBF576 Fy= 42 ksi
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<br /> Sx= 1.583 in^3 Ix= 4.880 in^4
<br /> t= 0.075 in Weld Type B
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<br /> No. of Pins 4 Weld Size 0.1250
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<br /> Impact load to consist of a single load (Yes or No): YES (See Pallet Rack Design sheets)
<br /> Column LM30/3� Fy= 42 ksi
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<br /> Lx= 92.0 in Ly= 78.0 in
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<br /> Kx= 1.0� (Longitudinal) Ky= 1.00 (Transverse)
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<br /> A= 1.877 in^2 Ix= 2.980 in^4
<br /> rx= 1.256 in ry= 1.839 in
<br /> Sx= 1.986 in^3 Sy= 1.940 in^3
<br /> t= 0.105 in
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<br /> Brace 16 Ga�e x 1.25"Wide x 1.50" High Fy= 42 ksi
<br /> A= 0.230 in^2 ry= 0.407 in
<br /> Lv= 25 in
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<br /> Anchor Bolt Type HILTI KWIK B�LT II
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<br /> Diameter 0.5 in Embedment 3.5 in
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<br /> Tensile Cap. 2.13 kip Shear Cap. 2.45 kip
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<br /> Special Inspection Required = �fo
<br /> Slab
<br /> f'c= 3000 psi t= 7 in
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<br /> Rebar Reinforced ? yes Fy= 60 ksi
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<br /> Bottom As= 0.20 in^2/ft d1 = .3.5 in d1 is to top of slab
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<br /> Top As= 0.20 in^2/ft d2= 3.5 in d2 is to bottom of slab
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<br /> Abave Must Not Be OA
<br /> ILENAME: Rack#W1337528.x1s Pctge 2 Of 27 1/1 V2018 9:10 AM
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