OBC 2006 › Division B
9.23.4.3.
Version 0 — in force 31 December 2006
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- Edition
- OBC_2006
- Division
- B
- Provision
- 9.23.4.3.
- 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.
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
- 9.23.4.3.
- 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.
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 9.23.4.3. — Pro
Base · O. Reg. 350/06 · ext← current
Original — base regulation
O. Reg. 503/09, cl. 210(2) · ext v1 →
In force 2010-01-01
Next: O. Reg. 503/09, cl. 210(2) · ext (not in force until 2010-01-01) v1 →
OBC 2012 · continues as 9.23.4.3. — Pro
9.23.4.3. — Steel Beams
(1) The spans for steel beams with laterally supported top flanges shall conform to Table 9.23.4.3. for floors and Tables A-20 to A-29 for roofs and floors.
(2) Beams described in Sentence (1) shall at least meet the requirements for Grade 350 W steel in CAN/CSA-G40.21, “Structural Quality Steel”.
(3) A beam may be considered to be laterally supported if,
(a) the wood joists bear on its top flange at intervals of 600 mm or less over its entire length,
(b) the load being applied to this beam is transmitted through the joists, and
(c) 19 mm by 38 mm wood strips in contact with the top flange are nailed on both sides of the beam to the bottom of the joist supported.
Text · e-Laws consolidated snapshot
Column 1 | Column 2 | Column 3 | Column 4 | Column 5 | Column 6 | Column 7 | Column 8 |
Supported Joist Length, m (Half the sum of joist spans on both sides of the beam) | |||||||
2.4 | 3.0 | 3.6 | 4.2 | 4.8 | 5.4 | 6.0 | |
Section | One Storey Supported | ||||||
W150 × 22 | 5.5 | 5.2 | 4.9 | 4.8 | 4.6 | 4.5 | 4.3 |
W200 × 21 | 6.5 | 6.2 | 5.9 | 5.7 | 5.4 | 5.1 | 4.9 |
W200 × 27 | 7.3 | 6.9 | 6.6 | 6.3 | 6.1 | 5.9 | 5.8 |
W200 × 31 | 7.8 | 7.4 | 7.1 | 6.8 | 6.6 | 6.4 | 6.2 |
W250 × 24 | 8.1 | 7.6 | 7.3 | 7.0 | 6.6 | 6.2 | 5.9 |
W250 × 33 | 9.2 | 8.7 | 8.3 | 8.0 | 7.7 | 7.5 | 7.3 |
W250 × 39 | 10.0 | 9.4 | 9.0 | 8.6 | 8.4 | 8.1 | 7.9 |
W310 × 31 | 10.4 | 9.8 | 9.4 | 8.9 | 8.4 | 8.0 | 7.6 |
W310 × 39 | 11.4 | 10.7 | 10.2 | 9.8 | 9.5 | 9.2 | 9.0 |
Section | Two Storeys Supported | ||||||
W150 × 22 | 4.9 | 4.4 | 4.1 | 3.8 | 3.5 | 3.4 | 3.2 |
W200 × 21 | 5.6 | 5.1 | 4.6 | 4.3 | 4.1 | 3.8 | 3.7 |
W200 × 27 | 6.4 | 6.1 | 5.6 | 5.3 | 4.9 | 4.7 | 4.4 |
W200 × 31 | 6.9 | 6.5 | 6.2 | 5.8 | 5.4 | 5.1 | 4.9 |
W250 × 24 | 6.8 | 6.1 | 5.6 | 5.2 | 4.9 | 4.6 | 4.4 |
W250 × 33 | 8.2 | 7.7 | 7.0 | 6.5 | 6.1 | 5.8 | 5.5 |
W250 × 39 | 8.8 | 8.3 | 7.8 | 7.2 | 6.8 | 6.4 | 6.1 |
W310 × 31 | 8.7 | 7.8 | 7.2 | 6.7 | 6.2 | 5.9 | 5.6 |
W310 × 39 | 10.0 | 9.3 | 8.5 | 7.9 | 7.4 | 7.0 | 6.7 |
Column 1 | Column 2 | Column 3 | Column 4 | Column 5 | Column 6 | Column 7 | Column 8 | Column 9 | ||
Maximum Span, m | ||||||||||
Roof Live Load, kPa | 1.0 | |||||||||
Supported Roof Length, m | 2.4 | 3.6 | 4.8 | 6.0 | ||||||
Supported Floor Length, m | 2.4 | 3.6 | 2.4 | 3.6 | 2.4 | 3.6 | 2.4 | 3.6 | ||
Steel Beam Section | W 150 × 22 | 2.96 | 2.79 | 2.86 | 2.71 | 2.78 | 2.65 | 2.71 | 2.59 | |
W 150 × 30 | 3.32 | 3.14 | 3.22 | 3.05 | 3.13 | 2.98 | 3.04 | 2.91 | ||
W 150 × 37 | 3.62 | 3.41 | 3.50 | 3.32 | 3.40 | 3.24 | 3.32 | 3.17 | ||
W 200 × 27 | 3.80 | 3.59 | 3.68 | 3.49 | 3.58 | 3.41 | 3.49 | 3.33 | ||
W 200 × 31 | 4.06 | 3.83 | 3.93 | 3.73 | 3.82 | 3.64 | 3.72 | 3.56 | ||
W 200 × 36 | 4.17 | 3.94 | 4.04 | 3.83 | 3.93 | 3.74 | 3.82 | 3.65 | ||
W 200 × 42 | 4.42 | 4.18 | 4.29 | 4.06 | 4.16 | 3.96 | 4.05 | 3.87 | ||
W 250 × 33 | 4.71 | 4.44 | 4.56 | 4.32 | 4.43 | 4.22 | 4.31 | 4.12 | ||
W 250 × 39 | 5.04 | 4.76 | 4.88 | 4.63 | 4.75 | 4.52 | 4.62 | 4.41 | ||
W 250 × 49 | 5.32 | 5.02 | 5.15 | 4.89 | 5.01 | 4.77 | 4.87 | 4.66 | ||
W 310 × 39 | 5.66 | 5.34 | 5.49 | 5.20 | 5.33 | 5.07 | 5.19 | 4.96 | ||
W 310 × 45 | 5.96 | 5.62 | 5.77 | 5.47 | 5.61 | 5.34 | 5.46 | 5.22 | ||
W 310 × 52 | 6.33 | 5.98 | 6.13 | 5.82 | 5.96 | 5.67 | 5.8 | 5.54 | ||
W 310 × 60 | 6.50 | 6.14 | 6.30 | 5.98 | 6.12 | 5.83 | 5.96 | 5.69 | ||
W 360 × 33 | 5.61 | 5.29 | 5.43 | 5.15 | 5.28 | 5.03 | 5.14 | 4.91 | ||
W 360 × 39 | 6.01 | 5.68 | 5.83 | 5.53 | 5.66 | 5.39 | 5.51 | 5.27 | ||
W 360 × 45 | 6.38 | 6.03 | 6.19 | 5.87 | 6.01 | 5.72 | 5.85 | 5.59 | ||
W 360 × 51 | 6.70 | 6.32 | 6.49 | 6.16 | 6.31 | 6.00 | 6.14 | 5.87 | ||
W 360 × 57 | 7.00 | 6.61 | 6.78 | 6.43 | 6.59 | 6.28 | 6.42 | 6.13 | ||
Column 1 | Column 2 | Column 3 | Column 4 | Column 5 | Column 6 | Column 7 | Column 8 | Column 9 | ||
Maximum Span, m | ||||||||||
Roof Live Load, kPa | 1.0 | |||||||||
Supported Roof Length, m | 2.4 | 3.6 | 4.8 | 6.0 | ||||||
Supported Floor Length, m | 2.4 | 3.6 | 2.4 | 3.6 | 2.4 | 3.6 | 2.4 | 3.6 | ||
Steel Beam Section | W 150 × 22 | 4.20 | 3.82 | 3.98 | 3.67 | 3.81 | 3.51 | 3.66 | 3.35 | |
W 150 × 30 | 4.72 | 4.30 | 4.48 | 4.13 | 4.28 | 3.98 | 4.11 | 3.85 | ||
W 150 × 37 | 5.14 | 4.68 | 4.88 | 4.49 | 4.66 | 4.33 | 4.48 | 4.19 | ||
W 200 × 27 | 5.41 | 4.92 | 5.13 | 4.72 | 4.90 | 4.56 | 4.71 | 4.41 | ||
W 200 × 31 | 5.77 | 5.25 | 5.48 | 5.04 | 5.23 | 4.86 | 5.02 | 4.71 | ||
W 200 × 36 | 5.93 | 5.40 | 5.63 | 5.18 | 5.38 | 5.00 | 5.16 | 4.84 | ||
W 200 × 42 | 6.29 | 5.72 | 5.97 | 5.50 | 5.70 | 5.30 | 5.47 | 5.13 | ||
W 250 × 33 | 6.69 | 6.09 | 6.35 | 5.85 | 6.06 | 5.64 | 5.82 | 5.45 | ||
W 250 × 39 | 7.17 | 6.52 | 6.80 | 6.26 | 6.49 | 6.04 | 6.24 | 5.85 | ||
W 250 × 49 | 7.56 | 6.88 | 7.17 | 6.61 | 6.85 | 6.37 | 6.58 | 6.17 | ||
W 310 × 39 | 8.05 | 7.32 | 7.63 | 7.03 | 7.29 | 6.78 | 7.01 | 6.56 | ||
W 310 × 45 | 8.47 | 7.71 | 8.03 | 7.40 | 7.68 | 7.14 | 7.37 | 6.91 | ||
Column 1 | Column 2 | Column 3 | Column 4 | Column 5 | Column 6 | Column 7 | Column 8 | Column 9 | ||||
Maximum Span, m | ||||||||||||
Roof Live Load, kPa | 1.5 | |||||||||||
Supported Roof Length, m | 2.4 | 3.6 | 4.8 | 6.0 | ||||||||
Supported Floor Length, m | 2.4 | 3.6 | 2.4 | 3.6 | 2.4 | 3.6 | 2.4 | 3.6 | ||||
Steel Beam Section | W 150 × 22 | 2.86 | 2.71 | 2.74 | 2.62 | 2.64 | 2.53 | 2.55 | 2.46 | |||
W 150 × 30 | 3.22 | 3.05 | 3.08 | 2.94 | 2.97 | 2.85 | 2.87 | 2.76 | ||||
W 150 × 37 | 3.50 | 3.32 | 3.36 | 3.20 | 3.23 | 3.10 | 3.13 | 3.01 | ||||
W 200 × 27 | 3.68 | 3.49 | 3.53 | 3.37 | 3.40 | 3.26 | 3.29 | 3.16 | ||||
W 200 × 31 | 3.93 | 3.73 | 3.77 | 3.60 | 3.63 | 3.48 | 3.51 | 3.38 | ||||
W 200 × 36 | 4.04 | 3.83 | 3.88 | 3.70 | 3.73 | 3.58 | 3.61 | 3.47 | ||||
W 200 × 42 | 4.29 | 4.06 | 4.11 | 3.92 | 3.96 | 3.79 | 3.82 | 3.68 | ||||
W 250 × 33 | 4.56 | 4.32 | 4.37 | 4.17 | 4.21 | 4.03 | 4.07 | 3.91 | ||||
W 250 × 39 | 4.88 | 4.63 | 4.68 | 4.47 | 4.51 | 4.32 | 4.36 | 4.19 | ||||
W 250 × 49 | 5.15 | 4.89 | 4.94 | 4.71 | 4.76 | 4.56 | 4.60 | 4.42 | ||||
W 310 × 39 | 5.49 | 5.20 | 5.26 | 5.01 | 5.06 | 4.85 | 4.89 | 4.71 | ||||
W 310 × 45 | 5.77 | 5.47 | 5.53 | 5.28 | 5.33 | 5.11 | 5.15 | 4.95 | ||||
W 310 × 52 | 6.13 | 5.82 | 5.88 | 5.61 | 5.66 | 5.43 | 5.47 | 5.26 | ||||
W 310 × 60 | 6.30 | 5.98 | 6.04 | 5.76 | 5.81 | 5.57 | 5.62 | 5.41 | ||||
W 360 × 33 | 5.43 | 5.15 | 5.21 | 4.97 | 5.01 | 4.81 | 4.85 | 4.66 | ||||
W 360 × 39 | 5.83 | 5.53 | 5.58 | 5.33 | 5.38 | 5.15 | 5.20 | 5.00 | ||||
W 360 × 45 | 6.19 | 5.87 | 5.93 | 5.65 | 5.71 | 5.47 | 5.52 | 5.31 | ||||
W 360 × 51 | 6.49 | 6.16 | 6.22 | 5.93 | 5.99 | 5.74 | 5.79 | 5.57 | ||||
W 360 × 57 | 6.78 | 6.43 | 6.50 | 6.20 | 6.26 | 6.00 | 6.05 | 5.82 | ||||
Column 1 | Column 2 | Column 3 | Column 4 | Column 5 | Column 6 | Column 7 | Column 8 | Column 9 | |||||||||
Maximum Span, m | |||||||||||||||||
Roof Live Load, kPa | 1.5 | ||||||||||||||||
Supported Roof Length, m | 2.4 | 3.6 | 4.8 | 6.0 | |||||||||||||
Supported Floor Length, m | 2.4 | 3.6 | 2.4 | 3.6 | 2.4 | 3.6 | 2.4 | 3.6 | |||||||||
Steel Beam Section | W 150 × 22 | 3.98 | 3.67 | 3.73 | 3.48 | 3.53 | 3.30 | 3.36 | 3.12 | ||||||||
W 150 × 30 | 4.48 | 4.13 | 4.19 | 3.91 | 3.97 | 3.74 | 3.78 | 3.59 | |||||||||
W 150 × 37 | 4.88 | 4.49 | 4.56 | 4.26 | 4.32 | 4.07 | 4.12 | 3.91 | |||||||||
W 200 × 27 | 5.13 | 4.72 | 4.80 | 4.48 | 4.54 | 4.28 | 4.33 | 4.11 | |||||||||
W 200 × 31 | 5.48 | 5.04 | 5.12 | 4.78 | 4.85 | 4.57 | 4.62 | 4.39 | |||||||||
W 200 × 36 | 5.63 | 5.18 | 5.27 | 4.92 | 4.98 | 4.70 | 4.75 | 4.51 | |||||||||
W 200 × 42 | 5.97 | 5.50 | 5.58 | 5.21 | 5.28 | 4.98 | 5.04 | 4.78 | |||||||||
W 250 × 33 | 6.35 | 5.85 | 5.94 | 5.54 | 5.62 | 5.30 | 5.36 | 5.09 | |||||||||
W 250 × 39 | 6.80 | 6.26 | 6.36 | 5.94 | 6.02 | 5.67 | 5.74 | 5.45 | |||||||||
W 250 × 49 | 7.17 | 6.61 | 6.71 | 6.27 | 6.35 | 5.99 | 6.06 | 5.75 | |||||||||
W 310 × 39 | 7.63 | 7.03 | 7.14 | 6.67 | 6.76 | 6.37 | 6.45 | 6.12 | |||||||||
W 310 × 45 | 8.03 | 7.40 | 7.52 | 7.02 | 7.11 | 6.71 | 6.78 | 6.44 | |||||||||
Column 1 | Column 2 | Column 3 | Column 4 | Column 5 | Column 6 | Column 7 | Column 8 | Column 9 | ||||||||
Maximum Span, m | ||||||||||||||||
Roof Live Load, kPa | 2 | |||||||||||||||
Supported Roof Length, m | 2.4 | 3.6 | 4.8 | 6.0 | ||||||||||||
Supported Floor Length, m | 2.4 | 3.6 | 2.4 | 3.6 | 2.4 | 3.6 | 2.4 | 3.6 | ||||||||
Steel Beam Section | W 150 × 22 | 2.78 | 2.65 | 2.64 | 2.53 | 2.53 | 2.43 | 2.43 | 2.35 | |||||||
W 150 × 30 | 3.13 | 2.98 | 2.97 | 2.85 | 2.84 | 2.74 | 2.73 | 2.64 | ||||||||
W 150 × 37 | 3.40 | 3.24 | 3.23 | 3.10 | 3.09 | 2.98 | 2.97 | 2.88 | ||||||||
W 200 × 27 | 3.58 | 3.41 | 3.40 | 3.26 | 3.25 | 3.13 | 3.13 | 3.02 | ||||||||
W 200 × 31 | 3.82 | 3.64 | 3.63 | 3.48 | 3.47 | 3.34 | 3.34 | 3.23 | ||||||||
W 200 × 36 | 3.93 | 3.74 | 3.73 | 3.58 | 3.57 | 3.44 | 3.43 | 3.32 | ||||||||
W 200 × 42 | 4.16 | 3.96 | 3.96 | 3.79 | 3.78 | 3.64 | 3.64 | 3.52 | ||||||||
W 250 × 33 | 4.43 | 4.22 | 4.21 | 4.03 | 4.02 | 3.88 | 3.87 | 3.74 | ||||||||
W 250 × 39 | 4.75 | 4.52 | 4.51 | 4.32 | 4.31 | 4.15 | 4.15 | 4.01 | ||||||||
W 250 × 49 | 5.01 | 4.77 | 4.76 | 4.56 | 4.55 | 4.38 | 4.37 | 4.23 | ||||||||
W 310 × 39 | 5.33 | 5.07 | 5.06 | 4.85 | 4.84 | 4.66 | 4.65 | 4.50 | ||||||||
W 310 × 45 | 5.61 | 5.34 | 5.33 | 5.11 | 5.10 | 4.91 | 4.90 | 4.74 | ||||||||
W 310 × 52 | 5.96 | 5.67 | 5.66 | 5.43 | 5.41 | 5.21 | 5.21 | 5.03 | ||||||||
W 310 × 60 | 6.12 | 5.83 | 5.81 | 5.57 | 5.56 | 5.36 | 5.35 | 5.17 | ||||||||
W 360 × 33 | 5.28 | 5.03 | 5.01 | 4.81 | 4.80 | 4.62 | 4.61 | 4.46 | ||||||||
W 360 × 39 | 5.66 | 5.39 | 5.38 | 5.15 | 5.14 | 4.95 | 4.94 | 4.78 | ||||||||
W 360 × 45 | 6.01 | 5.72 | 5.71 | 5.47 | 5.46 | 5.26 | 5.25 | 5.08 | ||||||||
W 360 × 51 | 6.31 | 6.00 | 5.99 | 5.74 | 5.73 | 5.52 | 5.51 | 5.33 | ||||||||
W 360 × 57 | 6.59 | 6.28 | 6.26 | 6.00 | 5.99 | 5.77 | 5.76 | 5.57 | ||||||||
Column 1 | Column 2 | Column 3 | Column 4 | Column 5 | Column 6 | Column 7 | Column 8 | Column 9 | ||
Maximum Span, m | ||||||||||
Roof Live Load, kPa | 2.0 | |||||||||
Supported Roof Length, m | 2.4 | 3.6 | 4.8 | 6.0 | ||||||
Supported Floor Length, m | 2.4 | 3.6 | 2.4 | 3.6 | 2.4 | 3.6 | 2.4 | 3.6 | ||
Steel Beam Section | W 150 × 22 | 3.81 | 3.54 | 3.53 | 3.33 | 3.32 | 3.13 | 3.15 | 2.94 | |
W 150 × 30 | 4.28 | 3.98 | 3.97 | 3.74 | 3.73 | 3.55 | 3.54 | 3.39 | ||
W 150 × 37 | 4.66 | 4.33 | 4.32 | 4.70 | 4.06 | 3.86 | 3.85 | 3.69 | ||
W 200 × 27 | 4.90 | 4.56 | 4.54 | 4.28 | 4.27 | 4.06 | 4.05 | 3.88 | ||
W 200 × 31 | 5.23 | 4.86 | 4.85 | 4.57 | 4.56 | 4.34 | 4.32 | 4.14 | ||
W 200 × 36 | 5.38 | 5.00 | 4.98 | 4.07 | 4.68 | 4.46 | 4.45 | 4.26 | ||
W 200 × 42 | 5.70 | 5.30 | 5.28 | 4.98 | 4.96 | 4.72 | 4.71 | 4.51 | ||
W 250 × 33 | 6.06 | 5.64 | 5.62 | 5.30 | 5.28 | 5.03 | 5.01 | 4.80 | ||
W 250 × 39 | 6.49 | 6.04 | 6.02 | 5.67 | 5.66 | 5.38 | 5.37 | 5.14 | ||
W 250 × 49 | 6.85 | 6.37 | 6.35 | 5.99 | 5.97 | 5.68 | 5.67 | 5.43 | ||
W 310 × 39 | 7.29 | 6.78 | 6.76 | 6.37 | 6.35 | 6.04 | 6.03 | 5.77 | ||
W 310 × 45 | 7.68 | 7.14 | 7.11 | 6.71 | 6.69 | 6.36 | 6.35 | 6.08 | ||
Column 1 | Column 2 | Column 3 | Column 4 | Column 5 | Column 6 | Column 7 | Column 8 | Column 9 | ||
Maximum Span, m | ||||||||||
Roof Live Load, kPa | 2.5 | |||||||||
Supported Roof Length, m | 2.4 | 3.6 | 4.8 | 6.0 | ||||||
Supported Floor Length, m | 2.4 | 3.6 | 2.4 | 3.6 | 2.4 | 3.6 | 2.4 | 3.6 | ||
Steel Beam Section | W 150 × 22 | 2.71 | 2.59 | 2.55 | 2.46 | 2.43 | 2.35 | 2.33 | 2.26 | |
W 150 × 30 | 3.04 | 2.91 | 2.87 | 2.76 | 2.73 | 2.64 | 2.62 | 2.54 | ||
W 150 × 37 | 3.32 | 3.17 | 3.13 | 3.01 | 2.97 | 2.88 | 2.85 | 2.77 | ||
W 200 × 27 | 3.49 | 3.33 | 3.29 | 3.16 | 3.13 | 3.02 | 2.99 | 2.91 | ||
W 200 × 31 | 3.72 | 3.56 | 3.51 | 3.38 | 3.34 | 3.23 | 3.20 | 3.10 | ||
W 200 × 36 | 3.82 | 3.65 | 3.61 | 3.47 | 3.43 | 3.32 | 3.29 | 3.19 | ||
W 200 × 42 | 4.05 | 3.87 | 3.82 | 3.68 | 3.64 | 3.52 | 3.48 | 3.38 | ||
W 250 × 33 | 4.31 | 4.12 | 4.07 | 3.91 | 3.87 | 3.74 | 3.71 | 3.60 | ||
W 250 × 39 | 4.62 | 4.41 | 4.36 | 4.19 | 4.15 | 4.01 | 3.97 | 3.85 | ||
W 250 × 49 | 4.87 | 4.66 | 4.60 | 4.42 | 4.37 | 4.23 | 4.19 | 4.07 | ||
W 310 × 39 | 5.19 | 4.96 | 4.89 | 4.71 | 4.65 | 4.50 | 4.46 | 4.33 | ||
W 310 × 45 | 5.46 | 5.22 | 5.15 | 4.95 | 4.90 | 4.74 | 4.69 | 4.55 | ||
W 310 × 52 | 5.80 | 5.54 | 5.47 | 5.26 | 5.21 | 5.03 | 4.98 | 4.84 | ||
W 310 × 60 | 5.96 | 5.69 | 5.62 | 5.41 | 5.35 | 5.17 | 5.12 | 4.97 | ||
W 360 × 33 | 5.14 | 4.91 | 4.85 | 4.66 | 4.61 | 4.46 | 4.42 | 4.29 | ||
W 360 × 39 | 5.51 | 5.27 | 5.20 | 5.00 | 4.94 | 4.78 | 4.73 | 4.60 | ||
W 360 × 45 | 5.85 | 5.59 | 5.52 | 5.31 | 5.25 | 5.08 | 5.03 | 4.88 | ||
W 360 × 51 | 6.14 | 5.87 | 5.79 | 5.57 | 5.51 | 5.33 | 5.27 | 5.12 | ||
W 360 × 57 | 6.42 | 6.13 | 6.05 | 5.82 | 5.76 | 5.57 | 5.51 | 5.35 | ||
Column 1 | Column 2 | Column 3 | Column 4 | Column 5 | Column 6 | Column 7 | Column 8 | Column 9 | ||||
Maximum Span, m | ||||||||||||
Roof Live Load, kPa | 2.5 | |||||||||||
Supported Roof Length, m | 2.4 | 3.6 | 4.8 | 6.0 | ||||||||
Supported Floor Length, m | 2.4 | 3.6 | 2.4 | 3.6 | 2.4 | 3.6 | 2.4 | 3.6 | ||||
Steel Beam Section | W 150 × 22 | 3.66 | 3.43 | 3.36 | 3.19 | 3.15 | 2.98 | 2.98 | 2.79 | |||
W 150 × 30 | 4.11 | 3.85 | 3.78 | 3.59 | 3.54 | 3.39 | 3.35 | 3.23 | ||||
W 150 × 37 | 4.48 | 4.19 | 4.12 | 3.91 | 3.85 | 3.69 | 3.64 | 3.51 | ||||
W 200 × 27 | 4.71 | 4.41 | 4.33 | 4.11 | 4.05 | 3.88 | 3.83 | 3.69 | ||||
W 200 × 31 | 5.02 | 4.71 | 4.62 | 4.39 | 4.32 | 4.14 | 4.09 | 3.94 | ||||
W 200 × 36 | 5.16 | 4.84 | 4.75 | 4.51 | 4.45 | 4.26 | 4.21 | 4.05 | ||||
W 200 × 42 | 5.47 | 5.13 | 5.04 | 4.78 | 4.71 | 4.51 | 4.46 | 4.30 | ||||
W 250 × 33 | 5.82 | 5.46 | 5.36 | 5.09 | 5.01 | 4.80 | 4.74 | 4.54 | ||||
W 250 × 39 | 6.24 | 5.85 | 5.74 | 5.45 | 5.37 | 5.14 | 5.08 | 4.90 | ||||
W 250 × 49 | 6.58 | 6.17 | 6.06 | 5.75 | 5.67 | 5.43 | 5.36 | 5.17 | ||||
W 310 × 39 | 7.01 | 6.56 | 6.45 | 6.12 | 6.03 | 5.78 | 5.70 | 5.47 | ||||
W 310 × 45 | 7.37 | 6.91 | 6.78 | 6.44 | 6.35 | 6.08 | 6.00 | 5.79 | ||||
Column 1 | Column 2 | Column 3 | Column 4 | Column 5 | Column 6 | Column 7 | Column 8 | Column 9 | |||||||||
Maximum Span, m | |||||||||||||||||
Roof Live Load, kPa | 3.0 | ||||||||||||||||
Supported Roof Length, m | 2.4 | 3.6 | 4.8 | 6.0 | |||||||||||||
Supported Floor Length, m | 2.4 | 3.6 | 2.4 | 3.6 | 2.4 | 3.6 | 2.4 | 3.6 | |||||||||
Steel Beam Section | W 150 × 22 | 2.64 | 2.53 | 2.48 | 2.39 | 2.35 | 2.28 | 2.24 | 2.18 | ||||||||
W 150 × 30 | 2.97 | 2.85 | 2.78 | 2.69 | 2.64 | 2.56 | 2.52 | 2.45 | |||||||||
W 150 × 37 | 3.23 | 3.10 | 3.03 | 2.93 | 2.87 | 2.79 | 2.74 | 2.67 | |||||||||
W 200 × 27 | 3.40 | 3.26 | 3.19 | 3.08 | 3.02 | 2.93 | 2.88 | 2.81 | |||||||||
W 200 × 31 | 3.63 | 3.48 | 3.40 | 3.28 | 3.22 | 3.13 | 3.08 | 3.00 | |||||||||
W 200 × 36 | 3.73 | 3.58 | 3.50 | 3.38 | 3.31 | 3.21 | 3.16 | 3.08 | |||||||||
W 200 × 42 | 3.96 | 3.79 | 3.71 | 3.58 | 3.51 | 3.41 | 3.35 | 3.26 | |||||||||
W 250 × 33 | 4.21 | 4.03 | 3.94 | 3.81 | 3.74 | 3.62 | 3.57 | 3.47 | |||||||||
W 250 × 39 | 4.51 | 4.32 | 4.23 | 4.08 | 4.00 | 3.88 | 3.82 | 3.72 | |||||||||
W 250 × 49 | 4.76 | 4.56 | 4.46 | 4.30 | 4.22 | 4.10 | 4.03 | 3.93 | |||||||||
W 310 × 39 | 5.06 | 4.85 | 4.74 | 4.58 | 4.49 | 4.36 | 4.29 | 4.18 | |||||||||
W 310 × 45 | 5.33 | 5.11 | 4.99 | 4.82 | 4.73 | 4.59 | 4.51 | 4.40 | |||||||||
W 310 × 52 | 5.66 | 5.43 | 5.31 | 5.12 | 5.03 | 4.88 | 4.80 | 4.67 | |||||||||
W 310 × 60 | 5.81 | 5.57 | 5.45 | 5.26 | 5.16 | 5.01 | 4.93 | 4.80 | |||||||||
W 360 × 33 | 5.01 | 4.81 | 4.70 | 4.54 | 4.45 | 4.32 | 4.25 | 4.14 | |||||||||
W 360 × 39 | 5.38 | 5.15 | 5.04 | 4.86 | 4.77 | 4.63 | 4.56 | 4.44 | |||||||||
W 360 × 45 | 5.71 | 5.47 | 5.35 | 5.16 | 5.07 | 4.92 | 4.84 | 4.71 | |||||||||
W 360 × 51 | 5.99 | 5.74 | 5.61 | 5.42 | 5.32 | 5.16 | 5.08 | 4.94 | |||||||||
W 360 × 57 | 6.26 | 6.00 | 5.87 | 5.66 | 5.56 | 5.39 | 5.31 | 5.17 | |||||||||
Column 1 | Column 2 | Column 3 | Column 4 | Column 5 | Column 6 | Column 7 | Column 8 | Column 9 | ||
Maximum Span, m | ||||||||||
Roof Live Load, kPa | 3.0 | |||||||||
Supported Roof Length, m | 2.4 | 3.6 | 4.8 | 6.0 | ||||||
Supported Floor Length, m | 2.4 | 3.6 | 2.4 | 3.6 | 2.4 | 3.6 | 2.4 | 3.6 | ||
Steel Beam Section | W 150 × 22 | 3.53 | 3.33 | 3.23 | 3.08 | 3.01 | 2.85 | 2.83 | 2.66 | |
W 150 × 30 | 3.97 | 3.74 | 3.63 | 3.47 | 3.38 | 3.26 | 3.19 | 3.09 | ||
W 150 × 37 | 4.32 | 4.07 | 3.95 | 3.77 | 3.68 | 3.55 | 3.48 | 3.37 | ||
W 200 × 27 | 4.54 | 4.28 | 4.15 | 3.97 | 3.87 | 3.73 | 3.65 | 3.52 | ||
W 200 × 31 | 4.85 | 4.57 | 4.43 | 4.23 | 4.13 | 3.98 | 3.90 | 3.78 | ||
W 200 × 36 | 4.98 | 4.70 | 4.56 | 4.35 | 4.25 | 4.09 | 4.01 | 3.88 | ||
W 200 × 42 | 5.28 | 4.98 | 4.83 | 4.61 | 4.50 | 4.34 | 4.25 | 4.12 | ||
W 250 × 33 | 5.62 | 5.30 | 5.14 | 4.91 | 4.79 | 4.61 | 4.52 | 4.33 | ||
W 250 × 39 | 6.02 | 5.67 | 5.51 | 5.26 | 5.13 | 4.94 | 4.84 | 4.69 | ||
W 250 × 49 | 6.35 | 5.99 | 5.81 | 5.55 | 5.42 | 5.21 | 5.11 | 4.95 | ||
W 310 × 39 | 6.76 | 6.37 | 6.18 | 5.90 | 5.76 | 5.55 | 5.44 | 5.21 | ||
W 310 × 45 | 7.11 | 6.71 | 6.51 | 6.21 | 6.07 | 5.84 | 5.72 | 5.54 | ||
Provenance
OBC 1997 · continues from 9.23.4.3. — Pro
Base · O. Reg. 350/06 · ext← current
Original — base regulation
O. Reg. 503/09, cl. 210(2) · ext v1 →
In force 2010-01-01 compare
Next: O. Reg. 503/09, cl. 210(2) · ext (not in force until 2010-01-01) v1 →
OBC 2012 · continues as 9.23.4.3. — Pro