OBC 2006 › Division B
4.1.5.12.
Version 0 — in force 31 December 2006
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- Edition
- OBC_2006
- Division
- B
- Provision
- 4.1.5.12.
- 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
- 4.1.5.12.
- 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 · split from 4.1.10.5. — Pro
Base · O. Reg. 350/06 · ext← current
Original — base regulation
O. Reg. 503/09, cl. 58 · ext v1 →
In force 2010-01-01
Next: O. Reg. 503/09, cl. 58 · ext (not in force until 2010-01-01) v1 →
OBC 2012 · renumbered to 4.1.5.11. — Pro
4.1.5.12. — Crane-Supporting Structures and Impact of Machinery and Equipment
(1) The minimum specified load due to equipment, machinery or other objects that may produce impact shall be the sum of the weight of the equipment or machinery and its maximum lifting capacity, multiplied by an appropriate factor listed in Table 4.1.5.12.
(2) Crane runway structures shall be designed to resist a horizontal force applied normal to the top of the rails equal to not less than 20% of the sum of the weights of the lifted load and the crane trolley, excluding other parts of the crane.
(3) The force described in Sentence (2) shall be equally distributed on each side of the runway and shall be assumed to act in either direction.
(4) Crane runway structures shall be designed to resist a horizontal force applied parallel to the top of the rails equal to not less than 10% of the maximum wheel loads of the crane.
Editor's note
In the notes to Table-4.1.5.12., the footnote reference numbers are presented inline with a separating space; the e-Laws consolidation renders them as superscript abutting the text. The footnote text is identical.
Text · e-Laws consolidated snapshot
Column 1 | Column 2 |
Cause of Impact | Factor |
Operation of cab or radio-operated cranes | 1.25 |
Operation of pendant or hand-operated cranes | 1.10 |
Operation of elevators | (1) |
Supports for light machinery, shaft or motor-driven | 1.20 |
Supports for reciprocating machinery (e.g. compressors) | 1.50 |
Supports for power-driven units (e.g. piston engines) | 1.50 |
Notes to Table 4.1.5.12.:
(1)See CSA B44, “Safety Code for Elevators.”
Provenance
OBC 1997 · split from 4.1.10.5. — Pro
Base · O. Reg. 350/06 · ext← current
Original — base regulation
O. Reg. 503/09, cl. 58 · ext v1 →
In force 2010-01-01 compare
Next: O. Reg. 503/09, cl. 58 · ext (not in force until 2010-01-01) v1 →
OBC 2012 · renumbered to 4.1.5.11. — Pro