Laserfiche WebLink
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 />\f\froof = <br />Total DL (W) = <br />Total Base Shear (V) = <br />Design Base Shear : <br />Period: T=Ct(hn)314 = 0.02*(hn)314 = <br />Vertica~ distributions of seismic forces· r .. -le=~:=E {!b) Area (fe) Fx N-S (lb) <br />~~-R.ooT ·-56,448 2,119 13,819 <br />1st Floor <br />Fpx N-S <br />(I b) <br />13,819 <br />Shear <br />E-W <br />20.0 <br />17.0 <br />7.0 <br />8.0 <br />5.0 <br />13.0 <br />34.6 <br />2,119.3 <br />191.7 <br />34.6 <br />42,444 <br />13,036 <br />969 <br />56,448 <br />56,448 <br />13,819 <br />0.137 sec <br />V= <br />V= <br />N-S <br />20.0 <br />17.0 <br />7.0 <br />8.0 <br />5.0 <br />13.0 <br />61.3 <br />2,119.3 <br />191.7 <br />61.3 <br />42,444 <br />13,036 <br />1,715 <br />57,194 <br />57,194 <br />13,819 <br />E-W <br />0.24 <br />13,819 <br />0.2 SosW <br />(lb) Use (lb) <br />13,819 13,819 <br />Diaphragm <br />E-W <br />20.0 <br />17.0 <br />7.0 <br />8.0 <br />5.0 <br />13.0 <br />34.6 <br />- <br />2,119.3 <br />122.5 <br />34.6 <br />42,444 <br />8,330 <br />969 <br />51,743 <br />51,743 <br />N-S <br />0.24 w <br />13,819 lbs <br />fx N-S <br />(psf) <br />6.52 <br />N-S <br />20.0 <br />17.0 <br />7.0 <br />8.0 <br />5.0 <br />13.0 <br />61.3 <br />- <br />2,119.3 <br />69.2 <br />61.3 <br />42,444 <br />4,706 <br />1,715 <br />48,864 <br />48,864 <br />fpx N-S <br />(psf) <br />6.52 <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 />I L; 56,448 13,819 13,819 ~--·--~.~~~----~--~~--~~~----~-----L----~----~ <br />FxE-W (I b) Fx E-W wx 0.2 SosW Use (I b) fx E-W fpx E-W <br />(I b) (psf) (psf) <br />13,819 13,819 13,819 13,819 6.52 6.52 <br />13,819 13,819