Laserfiche WebLink
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 8 <br />Roof 1 16 3500.00 <br />Sum 24 <br />Floor ea Length Height DL Area <br />(ft) (ft) (psf)ft2 <br />Partition Wall 16 <br />Floor 1 15 3500.00 <br /> 31 <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 16.00 0.16576 24.0 3500.00 84000 1344000 0.608 19388 5.54 <br />2nd FLOOR 8.00 0.16576 31.0 3500.00 108500 868000 0.392 12521 3.58 <br />Sum 0.16576 55 7000 192500 2212000.00 1.00 31908.80 9.12 <br />Vbase = 31908.80 lb <br />For Diaphragm SSD =1.184 <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 16.00 24.0 3500.00 84000 84000 19388 19891 39782 5.68 <br />2nd FLOOR 8.00 31.0 3500.00 108500 192500 17985 25693 51386 7.34 <br />Sum 55 7000.00 192500 37373 <br />Fp min = 0.2.SSD.IP.wpx = 0.24 wpx <br />Fp max = 0.4.SSD.IP.wpx = 0.47 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 16.00 0.16576 24.0 3500.00 84000 1344000 0.608 19388 5.54 <br />2nd FLOOR 8.00 0.16576 31.0 3500.00 108500 868000 0.392 12521 3.58 <br />Sum 0.16576 55 7000 192500 2212000.00 1.00 31908.80 9.12 <br />Vbase = 31908.80 lb <br />For Diaphragm SSD =1.184 <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 16.00 24.0 3500.00 84000 84000 19388 19891 39782 5.68 <br />2nd FLOOR 8.00 31.0 3500.00 108500 192500 17985 25693 51386 7.34 <br />Sum 55 7000.00 192500 37373 <br />Fp min = 0.2.SSD.IP.wpx = 0.24 wpx <br />Fp max = 0.4.SSD.IP.wpx = 0.47 wpx <br />Floor load <br />lbs <br />Floor load <br />lbs <br />2nd FLOOR <br />1003 W Richland Ave Units 18, <br />19, 20 & 21 - 101117246 & <br />7255-576/19/2024