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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 (1 st floo r) = <br />Roof Height = <br />Total height , hn = <br />N-S Length= <br />E-W Length= <br />Roo f A rea= <br />Tributary Ext . Walls to Roof = <br />Tributary Int. Shear Walls to Roof= <br />Roof We ight = <br />Tributary Ext . Walls to Roof = <br />Tri butary Int. Shear Walls to Roof= <br />W roor = <br />Tota l DL (W ) = <br />Total Base Shear (V) = <br />Design Base Shear : <br />Pe ri od : T=Ct (h n)314 = 0 .02 *(hn)314 = <br />Vertical distributions of seismic forces· <br />Level wx (lb Area (ft2) Fx N-S (lb <br />Roof 14 ,598 472 3 ,064 <br />1st Floor - <br />L 14 ,598 3 ,064 <br />Fx E-W (I b) <br />3 ,064 <br />3 ,064 <br />Fpx N-S <br />(I b) <br />3 ,064 <br />3,064 <br />Fx E-W wx <br />3 ,064 <br />3 ,064 <br />Shear <br />E-W <br />17 .0 <br />17 .0 <br />7 .0 <br />8 .0 <br />5 .5 <br />13 .5 <br />23 .3 <br />472 .4 <br />87 .2 <br />23 .3 <br />8 ,0 18 <br />5 ,927 <br />653 <br />14,598 <br />14 598 <br />3 064 <br />0 .141 sec <br />V= <br />V= <br />0.2 SosW <br />(I b) <br />3 ,064 <br />0.2 SosW <br />(I b) <br />3 ,064 <br />Use <br />Use <br />N-S <br />17 .0 <br />17.0 <br />7 .0 <br />8 .0 <br />5 .5 <br />13 .5 <br />20 .3 <br />472.4 <br />87.2 <br />20 .3 <br />8 ,018 <br />5,927 <br />567 <br />14,511 <br />14 511 <br />3 064 <br />E-W <br />0.21 <br />3 ,064 <br />(I b) <br />3 ,064 <br />(I b) <br />3 ,064 <br />Diaphragm <br />E-W <br />17 .0 <br />17.0 <br />7.0 <br />8.0 <br />5.5 <br />13.5 <br />23.3 <br />- <br />472.4 <br />40 .5 <br />23.3 <br />8 ,018 <br />2 ,754 <br />653 <br />11,425 <br />11 425 <br />N-S <br />0.21 w <br />3 ,064 lbs <br />fx N-S <br />(psf) <br />6.49 <br />fx E-W <br />(psf) <br />6.49 <br />N-S <br />17 .0 <br />17.0 <br />7 .0 <br />8 .0 <br />5 .5 <br />13.5 <br />20 .3 <br />- <br />472 .4 <br />46 .7 <br />20 .3 <br />8 ,018 <br />3 ,173 <br />567 <br />11,757 <br />11 757 <br />fpx N-S <br />(psf) <br />6.49 <br />fpx E-W <br />(psf) <br />6.49 <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 />510 S Arapaho Dr #2 <br />1011182015/9/2024