Laserfiche WebLink
Gable Roof (7 - 20 deg) <br />Design wind pressure for exterior components & cladding <br />Wind Uniform Lateral Load (psf): <br />Risk Category = <br />Exposure Category = <br />Height above ground = ft <br />Enclosure Class = <br />Velocity pressure <br />qh = qz = 0.00256 KzKztKdKeV2 eqn (26.10-1) <br />z =Table 26.10-1 <br />Kzt = <br />Kd = <br />Ke =Conservative <br />Vd =mph <br />qh = psf <br />p = qh[GCp-Gcpi]C&C Design Wind Pressures, eqn (30.3-1) <br />varies by zone, see below <br />GCpi = , table 26.13-1 <br />C&C Pressures <br />, GCp Gable Roof (7 - 20 deg) <br />,0.87 -24.71 ,17.53 wall corner zones (5) Fig. 30.3-1 <br />,0.87 -20.53 ,17.53 wall middle zones (4) Fig. 30.3-1 <br />,-53.08 ,10.52 roof corner zones (3) Fig. 30.3-2B <br />,-46.41 ,10.52 roof edge zones (2) Fig. 30.3-2B <br />,-46.41 ,10.52 roof middle zones (1) Fig. 30.3-2B <br />,-69.78 ,10.00 overhang corners (3) Fig. 30.3-2B <br />,-56.42 ,10.00 overhang middles (2 &1) Fig. 30.3-2B <br />-2.6 0.45 <br />-4 0 <br />-3.2 0 <br />-1.3 <br />-1.05 <br />-3 0.45 <br />-2.6 0.45 <br />GCp p (psf) <br />0.85 <br />1.00 <br />0.85 <br />1.00 <br />95 <br />16.69 <br />0.18 -0.18 <br />Enclosed Building <br />C&C Design Wind Pressures, <br />II <br />C <br />12 <br />Page 612/06/202424-0303-ST <br />1925 E Fruit St <br />2/26/2025