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40-23.1 BOE/NG <br /> BASE PLATE DESIGN P.O.Box 3707 ` <br /> Seattle,Washington 98124-2207 <br /> PROJECT New Pallet Rack- Fourth Floor JOB NO. W3928716 <br /> FIG. BY C. Rossell CHECKED BY M.Abdi DATE D3/16/16 REV'D <br /> BASE PLATE DESIGN <br /> X <br /> DIMENSIONS: <br /> N = 8.00 ° <br /> ........................... <br /> m <br /> B= 5.00 " <br /> d-...............3.:�� �� � d N <br /> bf= 3.00 " <br /> ........................... <br /> � m <br /> x= 1.00 �� <br /> n bf n <br /> PLATE THICKNESS= 0.500 " <br /> ........................... B <br /> PIER SIZE= fl sq in <br /> Bolt dia= 0.5 " f e Pc <br /> MATERIAL PROPERTIES: <br /> fc' = 3500 psi <br /> Fy= 36 ksi <br /> Es/Ec= 0.3 � <br /> LOFD�E: <br /> LOADS: <br /> Smn� �Smax a) LlN1EaRM <br /> P(DL+LL)= 3.60 k <br /> LONGITUDINAL- SmIl� <br /> Sm� b) 'Il2APEZOIDAL <br /> P (seis)= 0.00 k <br /> (See Note�) M (seis)= 0.00 " k <br /> 6m� C) 'IR�CTIPR <br /> V(seis) = 1.33 k <br /> TRANSVERSE- Y <br /> P (seis)= 4.06 k Pt+ Pc <br /> M (seis)= 0.00 " k (Braced Transversely) <br /> P(uplift)= 0.82 k Note 1. Longitudinal moment will be <br /> zero with a pinned condition. <br /> V(seis) = 0.53 k <br /> �_�� <br /> ILENAME: W3928716-14'Pallet Rack.xls j �� 3/1 7/201 6 9:07 AM <br />