Laserfiche WebLink
�0-032 BOE/NG <br /> BASE PLATE DESIGN P.O.Box 3707 <br /> x Seattle,Washington 98124-2207 <br /> PROJECT Install Pallet Racks for 40-05 JOB NO. W4963253 <br /> FIG. BY C. Rossell CHECKED BY M. Abdi DATE 01/10/18 REV'D <br /> BASE PLATE DESIGN <br /> X <br /> DIMENSIONS: <br /> N = 8.00 " <br /> m <br /> B= 5.00 " <br /> d = 3.00 " O d N <br /> bf= 3.00 " <br /> ..................................................... <br /> m <br /> X= i.ao �� <br /> PLATE THICKNESS = 0.5fl0 " n bf n <br /> ..................................................... B <br /> PIER SIZE= 0 sq in <br /> .................................................... <br /> Bolt dia= 0.5 ° f e Pc <br /> MATERIAL PROPERTIES: <br /> fc' = 3000 psi <br /> Fy= 36 ksi <br /> Es/Ec= 0.3 � ���E. <br /> LOADS: <br /> Smn� �Smax a� UN�ORM <br /> P(DL+LL)= 4.05 k � <br /> LONGITUDINAL- smn� <br /> S m� b) �EZOIDPL <br /> P (seis)= 0.00 k <br /> (See Note 1) M (seis)= 0.00 " k <br /> V (seis) = 0.40 k Sma" C� '��� <br /> TRANSVERSE- Y <br /> P (seis)= 4.89 k �+ Pc <br /> M (seis)= 0.00 " k (Braced Transversely) <br /> P(uplift)= 1.24 k Note 1. Longitudinal moment will be <br /> zero with a pinned condition. <br /> V (seis) = 0.60 k <br /> ILENAME: Rack#W1337528.x1s Page 20 of 27 1/11/2018 9:10 AM <br />