2217 W Monica Ln, #2 - Plan - Laserfiche WebLink

Home Browse Search

LOAD: Roof weights Roof DL (horiz. Proj .) = Ext . Wall DL = Int. Shear Wall DL = Wall Height (1st floor)= Roof Height = Total height , hn = N-S Length= E-W Length= Roof Area= Tributary Ext . Walls to Roof = Tributary Int. Shear Walls to Roof = Roof Weight = Tributary Ext . Walls to Roof = Tributary Int. Shear Walls to Roof = W roof = Total DL (W) = Total Base Shear (V) = Design Base Shear : Period : T=Ct(hn)314 = 0.02*(hn)314 = Vertical distributions of seismic forces: Level WJ( (lb Area (ff) Fx N-S (lb Roof 16 ,005 478 3,426 1st Floor - L 16 ,005 3,426 Fx E-W (lb 3,426 3 ,426 Fpx N-S (I b) 3,426 3,426 Fx E-W wx 3,426 3,426 Shear E-W 21 .0 17.0 - 8.0 5.0 13 .0 19 .5 477 .8 88.0 19 .5 10 ,021 5,984 - 16,005 16 005 3 426 0.137 sec V= V= 0.2 S0 sW (I b) 3,426 0.2 S05 W (I b) 3,426 Use Use N-S 21 .0 17.0 - 8.0 5.0 13 .0 24 .5 477.8 88.0 24.5 10 ,021 5,984 - 16,005 16 005 3 426 E-W 0.21 3,426 (I b) 3,426 (I b) 3,426 Diaphragm E-W 21.0 17.0 - 8.0 5.0 13 .0 19 .5 - 477 .8 49.0 19 .5 10 ,021 3,332 - 13,353 13 353 N-S 0.21 w 3,426 lbs fx N-S (psf) 7 .17 fx E-W (psf) 7.17 N-S 21.0 17.0 - 8.0 5.0 13 .0 24.5 - 477.8 39.0 24.5 10 ,021 2 ,652 - 12,673 12 673 fpx N-S (psf) 7 .17 fpx E-W (psf) 7 .17 psf plf plf ft ft ft sq .ft . ft ft I I I I I I bs . bs . bs . bs . bs bs 2217 W Monica Ln, #23/19/2025