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Lateral Analysis & Design <br />1) Floor & Wall Dead Load <br />Roof <br />Roof ea Length Height DL Area <br />(ft) (ft) (psf)ft2 <br />Partition Wall 9 <br />Roof 1 15 664.00 <br />Sum 24 <br />2) Load Distribution <br />2-1)Seismic Load <br />For Shear wall , N-S Direction <br />Level Height Seismic Weight Area Total weight W*H Fx <br />ft Factor psf ft2 lbs psf <br />ROOF 8.00 0.168 24.0 664.00 15936 127488 1.000 2677 4.03 <br />Sum 0.168 24 664 15936 127488.00 1.00 2677.25 4.03 <br />Vbase = 2677.25 lb <br />For Diaphragm SSD =1.2 <br />Level Height Weight Area Story weight Total weight Floor load Fx min Fx max Fx <br />ft psf ft2 lbs lbs lbs psf psf psf <br />ROOF 8.00 24.0 664.00 15936 15936 2677 3825 7649 5.76 <br />Sum 24 664.00 15936 2677 <br />Fp min = 0.2.SSD.IP.wpx = 0.24 wpx <br />Fp max = 0.4.SSD.IP.wpx = 0.48 wpx <br />For Shear wall , E-W Direction <br />Level Height Seismic Weight Area Total weight W*H Fx <br />ft Factor psf ft2 lbs psf <br />Roof 8.00 0.168 24.0 664.00 15936 127488 1.000 2677 4.03 <br />Sum 0.168 24 664 15936 127488.00 1.00 2677.25 4.03 <br />Vbase = 2677.25 lb <br />For Diaphragm SSD =1.2 <br />Level Height Weight Area Story weight Total weight Floor load Fx min Fx max Fx <br />ft psf ft2 lbs lbs lbs psf psf psf <br />ROOF 8.00 24.0 664.00 15936 15936 2677 3825 7649 5.76 <br />Sum 24 664.00 15936 2677 <br />Fp min = 0.2.SSD.IP.wpx = 0.24 wpx <br />Fp max = 0.4.SSD.IP.wpx = 0.48 wpx <br />2-2)Compare Load between wind & Seismic <br />Ww =12.26 psf <br />Height Length Wind Force Floor load Sum of Story Sum of Story <br />ft ft plf lbs Wind F. (kips)eismic F.(kips <br />E-W 18.00 882.72 1 Seismic <br />N-S 39.00 1912.56 2 Govern <br />REMARK <br />ROOF 4.00 49.04 3 <br />Floor load <br />lbs <br />Floor load <br />lbs <br />Level <br />2024 S Garnsey St & Unit <br />#24/18/2025