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Joist Depth      in.  
Spacing     c/c in.
Span Type     
Live Load Deflection   
Live Load   
Dead Load     
Span to Meet or Exceed    ft. in.  

JOIST LOAD TABLE GENERAL NOTES
1. Web punchouts were not considered for shear or web crippling.
2. Spans are based on continuous lateral support of the compression flange.
3. For two equal spans, the listed span is the distance from either end support to the center support. Joists must be continuous over the center support.
4. Web crippling capacity is based on a 3.5 inch bearing length at end and interior supports.
5. Joists must be braced against rotation at all supports by track or blocking.