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LOAD: <br />Roof weights <br />Roof DL (horiz . Proj .) = <br />Ext . Wall DL = <br />Int. Shear Wall DL = <br />Wall Height (1st floor)= <br />Roof Height = <br />Total he ight , hn = <br />N-S Length= <br />E-W Length= <br />Roof Area= <br />Tributary Ext. Walls to Roof= <br />Tributary Int. Shear Walls to Roof = <br />Roof Weight = <br />Tributary Ext . Walls to Roof = <br />Tributary Int. Shear Walls to Roof= <br />W roof = <br />Total DL (W) = <br />Total Base Shear M = <br />Design Base Shear : <br />Period : T=Ct(hn)314 = 0 .02 *(hn)314 = <br />Vertical distributions of seismic forces: <br />Level wx (lb Area (tel Fx N-S (lb, <br />Roof 25 ,793 789 5 ,369 <br />1st Floor - <br />L 25 ,793 5 ,369 <br />Fx E-W (lb~ <br />5 ,369 <br />5 ,369 <br />Fpx N-S <br />(I b) <br />5,369 <br />5 ,369 <br />Fx E-W wx <br />5 ,369 <br />5 ,369 <br />Shear <br />E-W <br />20 .0 <br />17.0 <br />7 .0 <br />9.0 <br />4 .0 <br />13.0 <br />18.3 <br />789 .3 <br />123.0 <br />18 .3 <br />15 ,808 <br />9,410 <br />575 <br />25,793 <br />2~793 <br />~369 <br />0 .137 sec <br />V= <br />V= <br />0.2 S05 W <br />(I b) <br />5 ,369 <br />0.2 S0 sW <br />_ill)}_ <br />5 ,369 <br />Use <br />Use <br />N-S <br />20 .0 <br />17.0 <br />7.0 <br />9 .0 <br />4 .0 <br />13 .0 <br />43 .3 <br />789.3 <br />123.0 <br />43 .3 <br />15 ,808 <br />9 ,410 <br />1,362 <br />26,580 <br />26 580 <br />~369 <br />E-W <br />0.21 <br />5 ,369 <br />(I b) <br />5 ,369 <br />(I b) <br />5 ,369 <br />Diaphragm <br />E-W <br />20 .0 <br />17.0 <br />7.0 <br />9.0 <br />4.0 <br />13.0 <br />18.3 <br />- <br />789 .3 <br />86.5 <br />18.3 <br />15 ,808 <br />6 ,617 <br />575 <br />23,000 <br />23 000 <br />N-S <br />0.21 w <br />5 ,369 lbs <br />fx N-S <br />(psf) <br />6 .80 <br />fx E-W <br />(psf) <br />6.80 <br />N-5 <br />20.0 <br />17.0 <br />7.0 <br />9.0 <br />4.0 <br />13.0 <br />43.3 <br />- <br />789.3 <br />36 .5 <br />43 .3 <br />15 ,808 <br />2 ,792 <br />1,362 <br />19,963 <br />19 963 <br />fpx N-S <br />(psf) <br />6 .80 <br />fpx E-W <br />(psf) <br />6 .80 <br />psf <br />plf <br />plf <br />ft <br />ft <br />ft <br />sq .ft . <br />ft <br />ft <br />I <br />I <br />I <br />I <br />I <br />I <br />bs . <br />bs . <br />bs . <br />bs . <br />bs <br />bs <br />2302 & 2304 W Cubbon <br />St - 1011181937/24/2024