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3003 W CASINO RD BLDG 40-23 2018-09-21
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3003 W CASINO RD BLDG 40-23 2018-09-21
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Last modified
9/21/2018 4:14:45 PM
Creation date
4/27/2018 9:38:33 AM
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Address Document
Street Name
W CASINO RD
Street Number
3003
Tenant Name
BLDG 40-23
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40-23.4 BOEING WPS <br /> STRUCTURAL PROPERTIE�MMARY P.o.Box3�o7 ' <br /> Seattle,Washington 98124-2207 <br /> PROJECT New Pai(et Rack- Fourth FIo4r JOB NO. W3928716 <br /> FIG. BY C. Rossell CHECKED B M. Abdi DATE 03116/16 REV'D <br /> ` Multiple Rack Analvsis <br /> (2012 IBC Chapter 22, Section 2208 -Steel Storage Racks) <br /> BUILDING: 40-23.4 LOCATION: I-5.5 <br /> .......................... .......................... <br /> STRUCTURAL PROPERTIES: <br /> Beam LBC60A Fy= 42 ksi <br /> ...................... <br /> Sx= 3.142 in^3 Ix= 9.587 in^4 <br /> t= 0.105 in Weld Type B <br /> .......................... <br /> No. of Pins 4 Weld Size 0.1875 <br /> .......................... .......................... <br /> Impact load to consist of a single load (Yes or No): YES (See Pallet Rack Design sheets) <br /> Column LM35/LM35 Fy= 42 ksi <br /> ....................... . .......................... <br /> Lx= 48;0 in Ly= 4$.0 in <br /> .......................... <br /> IUc= 1:00 (Longitudinal) Ky= 1:00 (Transverse) <br /> ............. <br /> A= 1.986 in^2 Ix= 3.308 in^4 <br /> rx= 1.291 in ry= 1.832 in <br /> Sx= 2.205 in^3 Sy= 2.210 in^3 <br /> t= 0.120 in <br /> .......................... <br /> Brace 16 Gage x 1.25"Wide x 1.50" High Fy= 42 ksi <br /> ........... <br /> ........... <br /> A= 0.230 in^2 ry= 0.407 in <br /> Lv= 25 in <br /> .......................... <br /> Anchor Bolt Type HILTI KWIK BC}LT TZ <br /> .......................... <br /> Diameter 0.5 in Embedment 3.5 in <br /> .......................... <br /> .......................... <br /> Tensile Cap. 2.13 kip Shear Cap. <br /> ...:....�:45........ k�P <br /> Special Inspection Required= No <br /> ............................... <br /> Slab <br /> , _ . <br /> f c— .......35�0....... Psi t= ..........1.:�.......... in <br /> Rebar Reinforced ? yes Fy= 60 ksi <br /> Bottom As = 0.20 in^2/ft di = 3.5 in d1 is to top of slab <br /> .......................... ......................... <br /> Top As= 0;20 in^2/ft d2= 3;5 in d2 is to bottom of slab <br /> Above Must Not Be OA <br /> ILENAME: W3928716-14'Pallet Rack.xls Paq$�-0��3- �,, -� 3/1 7/201 6 9:07 AM <br /> .� '�r ' i � �� ;? <br /> �.,' <br />
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