OBC 2006 › Division B
4.2.3.8.
Version 1 — in force 1 January 2010
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- Edition
- OBC_2006
- Division
- B
- Provision
- 4.2.3.8.
- Version
- v1
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)
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
- 4.2.3.8.
- Version
- v1
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)
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 4.2.3.8. — Pro
Base · O. Reg. 350/06 · ext v0 →
O. Reg. 503/09, cl. 62 · ext ← current
In force 2010-01-01
OBC 2012 · continues as 4.2.3.8. — Pro
4.2.3.8. — Steel Piles
Comparing versions
Changed text stands out · unchanged is dimmed
v0 base
Earlier · 2006-12-31(1) Where steel piles are used in deep foundations and act as permanent load-carrying members, the steel shall conform with one of the following standards:
(a) ASTM A252, “Welded and Seamless Steel Pipe Piles”,
(b) ASTM A283 / A283M, “Low and Intermediate Tensile Strength Carbon Steel Plates”,
(c) ASTM A1008 / A1008M , “Steel, Sheet, Cold Rolled, Carbon, Structural,High-Strength Low-Alloy and High-Strength Low-Alloy with Improved Formability”,
(d) ASTM A1011 / A1011M, “Steel, Sheet and Strip, Hot Rolled, Carbon, Structural, High Strength Low Alloy and High Strength Low Alloy with Improved Formability”, or
(e) CAN/CSA-G40.21, “Structural Quality Steel”.
v1 O. Reg. 503/09
Later · viewing · 2010-01-01(1) Where steel piles are used in deep foundations and act as permanent load-carrying members, the steel shall conform with one of the following standards:
(a) ASTM A252, “Welded and Seamless Steel Pipe Piles”,
(b) ASTM A283 / A283M, “Low and Intermediate Tensile Strength Carbon Steel Plates”,
(c) ASTM A1008 / A1008M , “Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, and High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable”,
(d) ASTM A1011 / A1011M, “Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and Ultra-High Strength”, or
(e) CAN/CSA-G40.21, “Structural Quality Steel”.
Provenance
OBC 1997 · continues from 4.2.3.8. — Pro
Base · O. Reg. 350/06 · ext v0 → comparing ×
O. Reg. 503/09, cl. 62 · ext ← current
In force 2010-01-01
OBC 2012 · continues as 4.2.3.8. — Pro