OBC 2006 › Division B
9.4.4.1.
Version 0 — in force 31 December 2006
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- Edition
- OBC_2006
- Division
- B
- Provision
- 9.4.4.1.
- 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 edition replaced it. What follows is that edition’s base regulation’s commencement — the takeover that ended this one.
(1) Subject to Sentences (2) and (3), this Regulation comes into force on January 1, 2014.
Read directly from the regulation's own commencement section.
O. Reg. 332/12 · commencement 4.4.1.1(1)
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Tell us what is wrong and we will verify & correct our mapping.
- Edition
- OBC_2006
- Division
- B
- Provision
- 9.4.4.1.
- 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 edition replaced it. What follows is that edition’s base regulation’s commencement — the takeover that ended this one.
(1) Subject to Sentences (2) and (3), this Regulation comes into force on January 1, 2014.
Read directly from the regulation's own commencement section.
O. Reg. 332/12 · commencement 4.4.1.1(1)
Provenance
OBC 1997 · continues from 9.4.4.1. — Pro
Base · O. Reg. 350/06 · ext← current
Original — base regulation
OBC 2012 · continues as 9.4.4.1. — Pro
9.4.4.1. — Allowable Bearing Pressures
(1) Footing sizes for shallow foundations shall be,
(a) determined in accordance with Section 9.15., or
(b) designed in accordance with Section 4.2. using,
(i) the maximum allowable bearing pressures in Table 9.4.4.1., or
(ii) allowable bearing pressures determined from subsurface investigation.
(2) The design procedures described in Section 4.2. are permitted to be used in lieu of the design procedures in this Subsection.
(3) The design procedures described in Section 4.2. shall be used where,
(a) deep foundations are used,
(b) the footing size falls outside the scope of this Section, or
(c) the foundation is constructed on peat, filled ground or on sensitive clays as described in Article 9.15.1.1.v1v2
Text · e-Laws consolidated snapshot
Column 1 | Column 2 |
Type and Condition of Soil or Rock | Maximum Allowable Bearing Pressure, kPa |
Dense or compact sand or gravel | 150 |
Loose sand or gravel | 50 |
Dense or compact silt | 100 |
Stiff clay | 150 |
Firm clay | 75 |
Soft clay | 40 |
Till | 200 |
Clay shale | 300 |
Sound rock | 500 |
Provenance
OBC 1997 · continues from 9.4.4.1. — Pro
Base · O. Reg. 350/06 · ext← current
Original — base regulation
OBC 2012 · continues as 9.4.4.1. — Pro