3003 W CASINO RD BLDG 40-23 2018-09-21

40-23.4 BOEING WPS , STRUCTURAL PROPERTIES �VIMARY P.O.Box 3707 Seattle,Washington 98124-2207 PROJECT New Pallet Rack- Fourth Flaor JOB NO. iN3928716 FIG. BY C. Rossell CHECKED B M. Abdi DATE 03/16i16 REV'D Multiple Rack Analvsis (2012 IBC Chapter 22, Section 2208 - Steel Storage Racks) BUILDING: 40-23.4 LOCATION: I-5.5 .......................... .......................... STRUCTURAL PROPERTIES: Beam LBC60A Fy= 42 ksi Sx= 3.142 in^3 Ix= 9.587 in^4 t= 0.105 in Weld Type B .......................... No. of Pins 4 Weld Size 0.1875 .......................... .......................... Impact load to consist of a single load (Yes or No): YES (See Pallet Rack Design sheets) Column �M351LM35 FY= ..........42.......... ksi ......................... Lx= ........�:�:�?........ in �Y= ........4$:�........ in Kx= 1;OC} (Longitudinal) Ky= 1;00 (Transverse) A= 1.986 in^2 Ix= 3.308 in^4. rx= 1.291 in ry= 1.832 in Sx= 2.205 in^3 Sy= 2.210 in^3 t= 0.120 in .......................... Brace 16 Ga�e x 1.25"Wide x 1.50" High Fy= 42 ksi A= 0.230 in^2 ry= 0.407 in Lv= 25 in .......................... Anchor Bolt Type HILTI KWIK BOLT TZ .......................... Diameter 0.5 in Embedment 3.5 in .......................... .......................... Tensile Cap. 2,i 3 kip Shear Cap. 2.45 kip .................. Special Inspection Required= No ............................... Slab f��- .......3500....... psi t= ..........1.�........., in Rebar Reinforced ? yes Fy= 60 ksi Bottom As= Q.20 in^2/ft d1 = 3.5 in d1 is to top of slab ..................... ......................... Top As = 0.20 in^2/ft d2= 3.5 in d2 is to bottom of slab .......................... .......................... Above Must Not Be 0.0 -._�� ILENAME: W3928716-12'Pallet Rackxls P 4/ �� 3/1 7/201 6 9:09 AM S *o".,.,...�.