abusementpark
Structural
- Dec 23, 2007
- 1,087
Does anyone know why some steel specifications in the AISC manual give a range for the ultimate stress range( i.e. 58-80), but some specs only give a specific number for the ultimate stress?
![[hairpull] [hairpull] [hairpull]](/data/assets/smilies/hairpull.gif)
![[hairpull] [hairpull] [hairpull]](/data/assets/smilies/hairpull.gif)
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