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24LA08 joist

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SteveMort

SteveMort

Structural
Joined
Oct 30, 2006
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43
Location
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Can anyone tell me the Allowable Total and Live loads for a 24LA08 bar joist spanning 44'-0"? (circa 1965)
 
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You must be reading it wrong. Sounds like a 24LH08.SDI has info on capacity of historic joists, if it's different from today's load tables.
 
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I am reading it correctly on the plan; maybe the draftsman wrote it incorrectly? If you have the allowable loads, I can compare the capacity with other joists on the plan (300plf total and 240plf Live +/-)
 
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Based on a 1961 spec my old SJI Manual shows max reaction = 8892.
At 44' - plf = 327 and roof construction only.

Go to steeljoist.org for more info
 
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Thanks, Mike. Is the 327 plf the total load? Does it also list the allowable live load?
 
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