Roof Overhang Wind Pressure

Where zone e or g falls on a roof overhang on the windward side of the building use eoh and goh f or the pressure on the horizontal projection of the overhang.

Roof overhang wind pressure.

Overhangs on the leeward and side edges shall have the basic zone pressure applied. Obstructed wind flow is considered when 50 or more of the area below the surface of the roof is composed of objects inhibiting wind flow such as a canopy atop a concrete basin at a wastewater treatment plant. Effective wind area 26ft 2ft or 26ft 26 3 ft 52 ft 2 or 225 33 sq ft. Since trusses are spaced at 26ft hence this will be the length of purlins.

Wind induces suction almost over the entire pyramidal roof of square plan building models for all roof slopes i e. Wall 27 5 psf roof 6 5 psf end zone. This procedure addresses roof overhangs via footnote 8 on figure 28 6 1. Kz is velocity pressure exposure coefficient.

For the leeward overhang the coefficient for the leeward wall c p 0 5. Canopies with less than 50 obstructions below the roof surface would be considered clear. The effective wind area should be the maximum of. Qz 0 613 kz kzt kd v2 n m 2.

Effective wind area 225 33 sq ft. Wall 41 2 psf roof 11 7 psf. Purlins c c roof pressure from 30 4 2b the effective wind pressures for zones 1 2 and 3 can be determined. Mwfrs roof overhang pressures asce 7 only addresses the windward overhang specifying the use of a positive pressure coefficient of c p 0 8.

In order for a structure to be sound and secure the foundation roof and walls must be strong and wind resistant. Overhangs roof truss tails zone 2 p 20 1 2 2 44 2 psf use trib area of tail zone 3 p 20 1 2 5 50 3 psf roof deck at overhangs zone 2 p 20 1 2 2 44 2 psf zone 3 p 20 1 3 7 74 4 psf. Windward parapet 0 0 psf gcpn 1 5 windward roof leeward parapet 0 0 psf gcpn 1 0 overhangs 20 6 psf upward add to windward roof pressure horizontal mwfrs simple diaphragm pressures psf transverse direction normal to l interior zone. When building a structure it is important to calculate wind load to ensure that the structure can withstand high winds especially if the building is located in an area known for inclement weather.

Qz 0 00256 kz kzt kd v2 lb ft 2 or.