(1)
The spans for steel beams with laterally supported top flanges shall conform to Table 9.23.4.3. for floors and Span Tables 9.23.4.3.-A to 9.23.4.3.-J for roofs and floors. (See Note A-9.23.4.3.(1))
(2)
Beams described in Sentence (1) shall at least meet the requirements for Grade 350 W steel in 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.
Table 9.23.4.3. Maximum Spans for Steel Beams Supporting Floors in Dwelling Units(1)
Forming Part of Sentence 9.23.4.3.(1)
Notes to Table 9.23.4.3.:
(1) See Note A-Table 9.23.4.3.