NFExp
Structural
- Jun 18, 2009
- 76
We have designed a floor system using a W8x15 composite steel beam. We have ran the numbers and the beam is adequate.
Does anybody know why the Composite W Shape Table 3-19 (pg 3-189) in AISC13 starts at a W10. I just want to make sure that I'm not missing something and that a W8x15 is acceptable.
Does anybody know why the Composite W Shape Table 3-19 (pg 3-189) in AISC13 starts at a W10. I just want to make sure that I'm not missing something and that a W8x15 is acceptable.