Laserfiche WebLink
Total Stories =2 Floor Dead Load = 23.0 psf Roof Dead Load = 20.0 psf <br />Building length L = 26.7 ft Floor LL to include = 0.0 psf Roof Snow Load = 0.0 psf <br />Building width W = 22.0 ft Floor Equip wt = 0.0 kips Roof Equip wt = 0.0 kips <br />hn = 18.0 ft Partition weight = 10.0 psf Parapet weight = 15.0 psf <br />k = 1.000 Ext Wall Weight = 15.0 psf Parapet height =5.0 ft <br />V = 0.800W <br />Bottom Floor is a slab on grade Diaphragm shall be designed for level force Fx, <br />but not less than Fpx = (S Fi / S wi) wpx, but : <br />Fpx min = 0.2SDS Ie wpx =0.200 wpx <br />Seismic Forces Normal to Building Length Fpx max = 0.4SDS Ie wpx =0.400 wpx <br />EL above Level Cvx =V =44.1k <br />Seismic Base Weight Wx hxk Wx hxk Base Shear Distribution Diaphragm Force Fpx <br />Level (x)hx (ft)Wx (kips) (ft-kips)S Wi hi k Fx=CvxV S Fx (k)Story M S Wi (k)Fpx Design Fpx <br />Roof 35.00 22 761 0.533 23.48 23.5 0 22 23.5 8.7 <br />2 20.00 33 667 0.467 20.59 44.1 352 55 26.7 13.3 <br />1 0.00 0 0 0.000 0.00 0.0 0 0 0.0 0.0 <br />Base 55 1.000 44.1 881 <br />1,234 = Base M <br />Seismic Forces Parallel to Building Length V = 40.7k <br />Base Shear Distribution Diaphragm Force Fpx <br />Level (x)hx (ft)Wx (kips)Wx hxk Cvx =Fx=CvxV S Fx (k)Story M S Wi (k)Fpx Design Fpx <br />Roof 35.00 20 699 0.531 21.61 21.6 0 20 21.6 8.0 <br />2 20.00 31 618 0.469 19.10 40.7 324 51 24.7 12.4 <br />1 0.00 0 0 0.000 0.00 0.0 0 0 0.0 0.0 <br />Base 0.00 51 1.000 40.7 814 <br />1,138 = Base M <br />11 of 42 <br />1801 E Dyer Rd <br />3/11/2025