childressva01
Structural
- Nov 24, 2005
- 1
I am about to spec an arch bridge which uses circular pipe for the arch (16" dia) and tie (11.75" dia). I have been told that it will probably be API 5L pipe. I assume this is differnet from the ASTM specs quoted in the AISC HSS Steel Design Manual.
How is the API 5L formed? Although the AISC HSS manual does not list API 5L in it's approved materials, if I am careful to use the correct values for Fy, E, and Fu, can I still use their design specs?
How is the API 5L formed? Although the AISC HSS manual does not list API 5L in it's approved materials, if I am careful to use the correct values for Fy, E, and Fu, can I still use their design specs?