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'1.10 ECLIPSE <br /> ENGINEERING <br /> Project:Amazon-DWS4 <br /> Seismic Loads cont... Project#:21-10-166 <br /> Date:10/27/2021 <br /> Engineer: BA <br /> L)Loading-continued <br /> Platform DL,psf LL,psf Area,Sq.ft. V,lb Hmin,lb <br /> MAP3-72-96 19.0 0 27.0 158.0 38.9 <br /> MAPL1-96-96 19.0 0 42.0 245.8 60.5 <br /> MAP2-96-96 19.0 0 34.0 199.0 49.0 <br /> 2.)Base Shear <br /> Controlling Platform=MAPL1-96-96 <br /> Area=40.00 sq.ft.-including stairs tributary <br /> V=245.78 lb. V=A x [(Dead Load)+(Seismic Live Load)] x CS <br /> Hmin=60.5 lb. Hmin= 0.01(D+L)A <br /> 3.)Moment Frame Distribution <br /> Transverse direction is worst case loading condition <br /> #of Frames= 2 <br /> Height= 8.00 ft. <br /> Brace Height= 5.26 ft. <br /> #of Columns= 4 <br /> Area/col.= 10.0 sq.ft. <br /> DL®col.= 190.0 lb. <br /> LL®col.= 1250.0 lb. <br /> Overturning M=V*Height <br /> 11797.6 lb-in <br /> Ev=Frame Moment/frame depth; vertical component from earthquake <br /> 280.9 lb. <br /> Eh=V/#cols.; horizontal component from earthquake <br /> 61.4 lb. <br /> Pseismic=(1+0.105Sds)DL+0.75LL+0.525EV <br /> 1296 lb. <br /> Mseismic=0.525Eh*Brace Height <br /> 2036.4 lb-in <br /> 5/20 <br />