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Company : Velocitel,Inc. June i6,2015 <br /> Designer : Alex Bragg 9:51 AM <br /> Job Number �. 10104030 Watertank Hantlrail-Revislon ft1 Checketl By:Neal Turbow <br /> Conterminous 48 States <br /> 2003 NEHRP Seismic Design Provisions <br /> Envelone AISC 13thf360-051:LRFD Steel Code Checks/Continuedl Latitude=44.93572220000001 <br /> 91 M112A L2x2xa A54 �- 2 A02 z s_ 7 22A22 aosss .691 1 S77--Hz-� Longitude=-93.6147222 <br /> 92 M113 x xa oa +. oo .s.. � z2.ois 30.586 .691 1.57 HZ-� Spectral Response Accelerations Ss and S1 <br /> ss M114A L2x2x4 047 � s oo� 0 9 22 505 3osss s9� �5��_ r,z-, Ss and S1 =Ma ed S ectral Acceleration Values <br /> 94 M115A L2x2x4 .046 �.. 3 .001 .a.. 9 22.522 30.588 .691 1.577...H2-1 PP P <br /> 95 M116A 12x2x4 .038 �- 5 .002 0 -� 21.966 3o ses _gg� �,577...H2-� Site Class B- Fa=1.0,Fv=1.0 <br /> ss nnii�e a o 7 � 3 .002 o i.s86 30.586 sgi i. 77...Hs-+ Data are based on a 0.05 deg grid spacing <br /> Period Sa <br /> (sec) (g) <br /> 02 0.064(Ss,Site Class B) <br /> 1.0 0.027(S1,Site Class B) <br /> Conterminous 48 States <br /> 2003 NEHRP Seismic Design Provisions <br /> Latitude=44.93572220000001 <br /> Longitude=-93.6147222 <br /> Spectral Response Accelerations SMs and SM1 <br /> SMs=Fa x Ss and SM1 =Fv x S1 <br /> Site Class D- Fa=1.6,Fv=2.4 <br /> Period Sa <br /> (sec) (g) <br /> 02 0.102(SMs,Site Class D) <br /> 1.0 0.065(SM1,Site Class D) <br /> Conterminous 48 States <br /> 2003 NEHRP Seismic Design Provisions <br /> Latitude=44.93572220000001 <br /> Longitude=-93.6147222 <br /> Design Spectral Response Accelerations SDs and SD1 <br /> SDs=2/3 x SMs and SD1 =2/3 x SM1 <br /> Site Class D- Fa=1.6,Fv=2.4 <br /> Period Sa <br /> (sec) (g) <br /> 0.2 0.068(SDs,Site Class D) <br /> 1.0 0.043(SD1,Site Class D) <br /> RISA3D Version 11.0.0 (Y:\...\...\...\...\Structural\RISA1rev 1lhandrail-10104030-Rev 1.Bd] Page 47 <br /> t <br />