Construction of Earthquake Safer Buildings
- The minimum depth of foundation should be up to 1500 mm.
- Foundation should not be laid on filling soil and should goes up to original firm soil.
- The thickness at side of sloped footing should be minimum of 200 mm.
- If columns are located at property line of neighboring plot either combined footing or strap beams should be
constructed to avoid the eccentricity of foundation.
Click to download