Foundation design for seismic - NBCC 2005
Foundation design for seismic - NBCC 2005
(OP)
For seismic load combinatioss 1.0D+ 0.5L+ 1.0E or 1.0D+1.0E as per NBCC, the foundation design shall be checked for ULS load bearing capacity. Do i need to check foundation bearing pressures for seismic load combination for SLS bearing capacity or only ULS in case of wind or earthquake loading.






RE: Foundation design for seismic - NBCC 2005
HTH