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PROPERTIES I SUMMARY <br />FIG. BY C. Rossell Lonwnw o M. Abdi _ -- -- - - <br />P.O. Box 3707 <br />Iā–  <br />IBC Chapter 22, Section 2208 - Steel Storage <br />BUILDING: 40-04.01 LOCATION: A-14 <br />STRUCTURAL PROPERTIES: <br />Beam <br />(L3r5ib) <br />Fy= <br />,55 .... <br />ksi <br />Sx = <br />.Special <br />1.364 <br />inA3 <br />Ix = <br />4.193 <br />in44 <br />t = <br />0.059 <br />In <br />Weld Type <br />.... I ... .... ............ <br />No. of Pins <br />Weld Size <br />0 1250 <br />ā€žā€ž.,.4,, <br />Impact load to <br />ā€ž.,. <br />consist of a single load (Yes or No): <br />. YES ....... <br />(See Pallet Rack Design sheets) <br />Column <br />LM30 <br />Fy = <br />...........55 <br />.. ksi <br />Lx = <br />48.0 <br />in <br />Ly = <br />......... 8 0..... <br />in <br />Kx = <br />1 00 <br />(Longitudinal) <br />Ky - <br />1.00 <br />(Transverse) <br />A - <br />0.859 <br />inA2 <br />Ix = <br />1.373 <br />InA4 <br />rx = <br />1.249 <br />in <br />ry = <br />1.150 <br />in <br />Sx = <br />0.915 <br />inA3 <br />Sy = <br />0.752 <br />in43 <br />t = <br />0.105 <br />in <br />......................... <br />Brace <br />16 Gage <br />x 1.25" Wide x 1.50" High <br />Fy = <br />....55 <br />ksi <br />A = <br />0.230 <br />inA2 <br />ry = <br />0.407 <br />in <br />Lv- ..........25.......... <br />n <br />Anchor Bolt <br />Type <br />I KWIK . BOLT II <br />HILT . .. <br />....... <br />Diameter <br />0.5 <br />in <br />Embedment <br />......3.5 <br />.. in <br />Tensile Cap..........?. <br />....... <br />kip <br />Shear Cap. <br />........?:45........ <br />kip <br />Special Inspection Required = .,..... No ........ <br />Slab <br />rc = 4000 psi <br />Reber Reinforced 7 no <br />Bottom As = 000 inA2 I ft <br />Top As = ...... <br />must be 0.0 <br />t = 8 in <br />......................... <br />Fy = .0........... ksl <br />dl = In dl is to top of slab <br />d2 = 0 in d2 Is to bottom of slab <br />......................... <br />LENAME: 40.04.01 W1779152.ds Page 1 of 317120139:25AM <br />