The spans are based on simple span joists.
Metal roof joist span table.
Also available for the android os.
Allowable limiting heights spans contact clarkdietrich technical services at 888 437 3244 for any questions on tables below.
Open web steel joists are an engineered truss like construction component used to support loads over short and long spans alike.
Table notes spans are based upon continuous support of compression flange over the full length of the joist.
The maximum span is measured o c.
For example in the rafter span table below the highlighted cell in the 40 live load table indicates that 2 x 8 southern yellow pine joists that have a grade of 2 that are spaced 24 apart can have a maximum span of 10 feet 3 inches 10 3 if designing for a live load of 40 lbs ft 2.
Of bearings and is based on uniformly loaded joists.
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Download our steel joists and steel deck load tables to facilitate the design of your next project featuring new millennium products.
Calculated allowable properties are based upon aisi s100 07 north american specification for the design of cold formed steel structural members.
Dietrich metal framing shall in no way be deemed to assume any professional responsibility and hereby disclaims any and all such liability or obligation.
Span calculator for wood joists and rafters also available for the android os.
Interior framing use iprostud in clarkdietrich itools to quickly lookup the interior framing system you need.
The minimum bearing length is 1 spans values in bold indicate that web stiffeners are required at the osb end panel.
Rafter spans can be extended slightly beyond what the rafter tables suggest when there is a cantelever extending beyond the supporting wall.
Ceiling joist span use this table to determine the maximum lengths of ceiling joists based on species of lumber joist spacing and joist size.
Typically used in non residential construction steel joists and joist girders provide an economical system for supporting floors and roofs.
S pan table notes.
T radeready s teel joist span tables are to be utilized in conjunction with the notes below.
For two equal spans the listed span is the center to center distance from either end to the center support.
1 spans are based on continuous lateral support of the compression flange.
