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40-23.1 ING <br /> PALLET RACK DESIGN I ox 3�0� <br /> ,Washington 98124-22073 <br /> PROJECT New Pallet Rack- Fourth Floor JOB NO. W3928716 <br /> FIG. BY C. Rossell CHECKED BY M.Abdi DATE 03/16/16 REV'D <br /> SEISMIC LOADING-TRANSVERSE DIRECTION (CONT) <br /> ALL SHELVES LOADED ONLY TOP SHELF LOADED <br /> MAXIMUM DOWNWARD LOAD (kip)= 4.06+0.3+3.3= 7.66 1.78+0.3+ 1.1 = 3.18 <br /> BASE UPLIFT LOAD TO BE <br /> RESISTED BY ANCHOR BOLTS (kip) = 4.06-0.9*(0.30+3.30) = 0.82 1.78-0.9*(0.30+ 1.10) = 0.52 <br /> COLUMN DESIGN - <br /> CASE 1: DL+ LL+SEISMIC (LONGITUDINAL) <br /> P (DL)= 0.33 k <br /> P (LL)= 3.69 k <br /> P (SEISMIC)= 0.00 k (AT INTERIOR COLUMNS) <br /> P (TOTAL)= 4.02 k <br /> M (SEI�>MIC)= 44.80 k-in <br /> CASE 2: DL+LL+SEISMIC (TRANSVERSE) <br /> P (DL)- 0.33 k <br /> P (LL)_: 3.69 k <br /> P (SEISMIC)= 2.85 k <br /> P (TOTAL) = 6.87 k <br /> , M (SEISMIC)= 0.00 k-in (BRACED TRANSVERSELY) <br /> �` ,.,._ s r��_': <br /> LELNAME: W3928716-12'Pallet Fiackxls �g"I',FS"Of'�L3' ,�T�`���� 3/17/2016 9:09 AM <br /> W,�""'". <br />