OBC 2006 › Division B
9.4.4.2.
Version 0 — in force 31 December 2006
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- Edition
- OBC_2006
- Division
- B
- Provision
- 9.4.4.2.
- Version
- v0
(1) This Regulation comes into force on December 31, 2006.
Read directly from the regulation's own commencement section.
O. Reg. 350/06 · commencement 2.2.1.1(1)
This version stayed in force until the next one commenced. What follows is that next version’s commencement — the event that ended this one.
240. (1) Subject to subsections (2), (3), (4), (5), (6) and (7), this Regulation comes into force on the later of January 1, 2010 and the day this Regulation is filed.
Read directly from the regulation's own commencement section.
O. Reg. 503/09 · commencement 240(1)
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Tell us what is wrong and we will verify & correct our mapping.
- Edition
- OBC_2006
- Division
- B
- Provision
- 9.4.4.2.
- Version
- v0
(1) This Regulation comes into force on December 31, 2006.
Read directly from the regulation's own commencement section.
O. Reg. 350/06 · commencement 2.2.1.1(1)
This version stayed in force until the next one commenced. What follows is that next version’s commencement — the event that ended this one.
240. (1) Subject to subsections (2), (3), (4), (5), (6) and (7), this Regulation comes into force on the later of January 1, 2010 and the day this Regulation is filed.
Read directly from the regulation's own commencement section.
O. Reg. 503/09 · commencement 240(1)
Provenance
OBC 1997 · continues from 9.4.4.2. — Pro
Base · O. Reg. 350/06 · ext← current
Original — base regulation
O. Reg. 503/09, cl. 133 · ext v1 →
In force 2010-01-01
Next: O. Reg. 503/09, cl. 133 · ext (not in force until 2010-01-01) v1 →
OBC 2012 · continues as 9.4.4.2. — Pro
9.4.4.2. — Foundation Capacity in Weaker Soil and Rock
(1) Where a soil or rock within a distance equal to twice the footing width below the bearing surface has a lower allowable bearing pressure than that at the bearing surface as shown in Article 9.4.4.1., the design capacity of the foundation shall not be greater than would cause the weakest soil or rock to be stressed beyond its allowable bearing pressure.
(2) In calculating subsurface pressures referred to in Sentence (1), the loads from the footings shall be assumed to be distributed uniformly over a horizontal plane within a frustum extending downward from the footing at an angle of 60° to the horizontal.
Text · e-Laws consolidated snapshot
Provenance
OBC 1997 · continues from 9.4.4.2. — Pro
Base · O. Reg. 350/06 · ext← current
Original — base regulation
O. Reg. 503/09, cl. 133 · ext v1 →
In force 2010-01-01 compare
Next: O. Reg. 503/09, cl. 133 · ext (not in force until 2010-01-01) v1 →
OBC 2012 · continues as 9.4.4.2. — Pro