|
, ao-oa.i 80EING WPS '
<br /> TRUCTURAL PROPERTIES/SUMMARY P.O.Box 3707
<br /> � Seattle,Washin on9B1244207
<br /> PROJECT Metal Parts and Miscellaneous Metals JOB NO. W436311
<br /> FIG. BY B. BABCOCK CHECKED B M. ADDI DATE 03/08/11 REV'D
<br /> Multiple Rack A�alvsis, Ground Floor
<br /> (2009 IBC Chapter 22, Section 2208-Steel Storage Racks)
<br /> BUILDING: 40•04.1 LOCATION: H;7 ,,.,,,
<br /> .......................
<br /> STRUCTURAL PROPERTIES:
<br /> Beem LBC55 FY= ..........42.......... ksi
<br /> ........................
<br /> Sx= 2.045 in^3 Ix= 5.795 inM
<br /> t= 0.075 in Weld Type ......._B
<br /> No.oi Pins 4 Weld Size 0.1250
<br /> ..........................
<br /> ........... ... .....
<br /> Impact load to consist of a single load (Yes or No): ,.,,,.YES (See Pallet Reck Dedgn sheets)
<br /> ................
<br /> Column LM30/15 Fy= .,, _42,,,,,,,, ksi
<br /> .......................
<br /> Lx= 92.0 in Ly= ,,, ,78:0,,,,,,, in
<br /> .....................
<br /> Kx= 1.00 (Longitudinal) Ky= , ,,,1:00 ,,,,,(Transverse)
<br /> A_ ......1.384...... in^2 Ix= 2.126 inM
<br /> rx= 1.230 in ry= 1.473 in
<br /> Sx= 1.417 in^3 Sy= 1.094 in^3
<br /> t= 0.105 in
<br /> ..........................
<br /> Brace 14 Gage x 1.25"Wide x 1.50'High Fy= ,,,42 ksi
<br /> A= 0.284 in^2 ry= 0.404 in
<br /> Lv= 25 in
<br /> .........................
<br /> Anchor Bott Type HILTI,KWIK BOLT II
<br /> Diameter 0.5 in Embedment 3.5 in
<br /> .................
<br /> .........................
<br /> Tensile Cap. 2 13 kip Shear Cap. ,2;45 kip
<br /> Special Inspection Required= No
<br /> Sleb
<br /> Pc= 3000 psi �_ ...........�............ in
<br /> .........................
<br /> Rebar Rein(orced? ............Y.es.......... FY= ..........60.......... ksi
<br /> Bottom As= 0.20 in^2/it d1 = ,,,,,,,, 3:5,.,.,,, in d1 is to top of slab
<br /> ..........................
<br /> Top As= .,....,020 in^2/ft d2= ,,,,,,,,.3;5 ...,, in d2 is to botlom o(slab
<br /> Above Must Not Be 0.0
<br /> FILENAME: RuckNW436311.x1s Page 1 of 23 3'6�2011 B:Y2 AM
<br />
|