Basis of Design
- Design wind loading:
Region = A1
Basic wind speeds
– Ultimate Vu = 45 m/s
NB: Other wind loading parameters vary with direction and distance from building, refer to design-report and evidence-of-suitability for: shielding, topography and terrain. - Design live loading
Roof = 0.25 kPa - A maximum allowable bearing pressure of 100 kPa has been assumed for CLAY soils and 50 kPa for SANDS. Confirm the foundation material prior to placing concrete.
- Footings shall be placed centrally under walls and columns uno.