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40-23.1 B�E/NG <br /> BASE PLATE DESIGN I 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 03/16/16 REV'D <br /> BASE PLATE DESIGN <br /> X <br /> DIMENSIONS: <br /> N = 8.00 �� <br /> ........................... <br /> m <br /> B= 5.00 ° <br /> d-...............3:�� �� . O d rr <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= 0 sq in <br /> Bolt dia= 0.5 " f I e Pc <br /> MATERIAL PROPERTIES: <br /> fc'= 3500 psi <br /> Fy= 36 ksi <br /> ........................... <br /> Es/Ec= 0.3 Pt <br /> LOFD'1�PE: <br /> LOADS: <br /> Smn� �Smax a) UN1LaRM <br /> P(DL+LL)= 3.60 k <br /> LONGITUDINAL- SmIl� <br /> Sm� b) 'IRZ�PEZOIDPL <br /> P (seis)= 0.00 k <br /> (See Note 1) M (seis)= 0.00 " k <br /> Sm� C) 'IR1�IU'[JIPR <br /> V(seis) = 1.33 k <br /> TRANSVERSE- Y <br /> P (seis)= 4.06 k �e+ 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: W3928716-12'Pallet Rack.xls P��'�T�Z3� ,�/ �� 3/1 7/201 6 9:09 AM <br /> � <br /> �� w� <br />