OBC 2006 › Division B
4.1.1.3.
Version 0 — in force 31 December 2006
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- Edition
- OBC_2006
- Division
- B
- Provision
- 4.1.1.3.
- 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.
80. (1) Subject to subsection (2), this Regulation comes into force on the day it is filed.
Read directly from the regulation's own commencement section.
O. Reg. 137/07 · commencement 80(1)
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Tell us what is wrong and we will verify & correct our mapping.
- Edition
- OBC_2006
- Division
- B
- Provision
- 4.1.1.3.
- 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.
80. (1) Subject to subsection (2), this Regulation comes into force on the day it is filed.
Read directly from the regulation's own commencement section.
O. Reg. 137/07 · commencement 80(1)
Provenance
OBC 1997 · continues from 4.1.1.3. — Pro
Base · O. Reg. 350/06 · ext← current
Original — base regulation
O. Reg. 137/07, cl. 27 · ext v1 →
In force 2007-04-02
Next: O. Reg. 137/07, cl. 27 · ext (not in force until 2007-04-02) v1 →
OBC 2012 · continues as 4.1.1.3. — Pro
4.1.1.3. — Design Requirements
Comparing versions
Changed text stands out · unchanged is dimmed
v0 base
Earlier · viewing · 2006-12-31(1) Buildings and their structural members and connections including formwork and falsework shall be designed to have sufficient structural capacity and structural integrity to safely and effectively all loads, effects of loads and influences that may reasonably be expected, having regard to the expected service life of buildings, and shall in any case satisfy the requirements of this Section.
(2) Buildings and their structural members shall be designed for serviceability, in accordance with Articles 4.1.3.4. to 4.1.3.6.
(3) All permanent and temporary structural members, including formwork and falsework of a building, shall be protected against loads exceeding the specified loads during the construction period except when, as verified by analysis or test, temporary overloading of a structural member would result in no impairment of that member or any other member.
(4) Precautions shall be taken during all stages of construction to ensure that the building is not damaged or distorted due to loads applied during construction.
v1 O. Reg. 137/07
Later · 2007-04-02(1) Buildings and their structural members and connections including formwork and falsework shall be designed to have sufficient structural capacity and structural integrity to safely and effectively resist all loads, effects of loads and influences that may reasonably be expected, having regard to the expected service life of buildings, and shall in any case satisfy the requirements of this Section.
(2) Buildings and their structural members shall be designed for serviceability, in accordance with Articles 4.1.3.4. to 4.1.3.6.
(3) All permanent and temporary structural members, including formwork and falsework of a building, shall be protected against loads exceeding the specified loads during the construction period except when, as verified by analysis or test, temporary overloading of a structural member would result in no impairment of that member or any other member.
(4) Precautions shall be taken during all stages of construction to ensure that the building is not damaged or distorted due to loads applied during construction.
Provenance
OBC 1997 · continues from 4.1.1.3. — Pro
Base · O. Reg. 350/06 · ext← current
Original — base regulation
O. Reg. 137/07, cl. 27 · ext v1 →
In force 2007-04-02 comparing ×
Next: O. Reg. 137/07, cl. 27 · ext (not in force until 2007-04-02) v1 →
OBC 2012 · continues as 4.1.1.3. — Pro