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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 height , 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 0/) = <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 22 ,546 776 4 ,686 <br />1st Floor - <br />L: 22,546 4 ,686 <br />FxE-W (I b) <br />4 ,686 <br />4 ,686 <br />Fpx N-5 <br />(I b) <br />4 ,686 <br />4 ,686 <br />Fx E-W wx <br />4 ,686 <br />4 ,686 <br />Shear <br />E-W I <br />17.0 <br />17.0 <br />7 .0 <br />9 .0 <br />4 .5 <br />13.5 <br />23 .5 <br />775 .5 <br />113.Q <br />23.5 <br />13 ,161 <br />8,645 <br />740 <br />22,546 <br />22 546 <br />4686 <br />0.141 sec <br />V= <br />V= <br />0.2 S0 sW <br />_ill>}_ <br />4 ,686 <br />0.2 SosW <br />_llbl <br />4 ,686 <br />Use <br />Use <br />N-S <br />17 .0 <br />17.0 <br />7.0 <br />9.0 <br />4.5 <br />13.5 <br />33.0 <br />775 .5 <br />113 .0 <br />33 .0 <br />13 ,161 <br />8,645 <br />1,040 <br />22,845 <br />22 845 <br />4 686 <br />E-W <br />0.21 <br />4 ,686 <br />(I b) <br />4 ,686 <br />(I b) <br />4,686 <br />Diaphragm <br />E-W <br />17.0 <br />17.0 <br />7.0 <br />9.0 <br />4.5 <br />13.5 <br />23 .5 <br />- <br />775.5 <br />66.0 <br />23 .5 <br />13 ,161 <br />5,049 <br />740 <br />18,950 <br />18 950 <br />N-S <br />0.21 w <br />4 ,686 lbs <br />fx N-5 <br />(psf) <br />6 .04 <br />fxE-W <br />.I.P.•f) <br />6 .04 <br />N-S <br />17.0 <br />17.0 <br />7.0 <br />9.0 <br />4.5 <br />13.5 <br />33.0 <br />- <br />775 .5 <br />47 .0 <br />33.0 <br />13 ,161 <br />3,596 <br />1,040 <br />17,796 <br />17 796 <br />fpx N-5 <br />Jpsf) <br />6 .04 <br />fpx E-W <br />(psf) <br />6 .04 <br />psf <br />plf <br />plf <br />ft <br />ft <br />ft <br />sq.ft. <br />ft <br />ft <br />I <br />I <br />bs . <br />bs . <br />lbs . <br />lbs . <br />lbs <br />lbs <br />1613 W Chestnut Ave, #2 <br />& #312/12/2024