CodeChronicle

OBC 2006 Division B

9.4.3.1.

Version 0 — in force 31 December 2006

In force
Verified · covered Verified against the 2006-12-31–2007-04-01 consolidation, whose range covers the query date. How to read this

Provenance

OBC 1997 · continues from 9.4.3.1. — Pro

Base · O. Reg. 350/06 · ext← current

Original — base regulation

OBC 2012 · continues as 9.4.3.1. — Pro

9.4.3.1. — Deflections

(1) The maximum deflection of structural members shall conform to Table 9.4.3.1.

(2) Dead loads need not be considered in computing deflections referred to in Sentence (1).

Text · e-Laws consolidated snapshot

Table 9.4.3.1. Maximum Deflections Forming Part of Sentence 9.4.3.1.(1)

Column 1

Column 2

Column 3

Structural Members

Type of Ceiling Supported

Max. Allowable Deflection as an Expressed Ratio of the Clear Span

Roof rafters, roof joists and roof beams

No ceiling

1/180

Other than plaster or gypsum board

1/240

Plaster or gypsum board

1/360

Ceiling joists

Other than plaster or gypsum board

1/240

Plaster or gypsum board

1/360

Floor beams, floor joists and floor decking

All cases

1/360

Beams, joists and decking for balconies, decks and other accessible exterior platforms

Serving a single dwelling unit

1/240

Other

1/360