With varying degrees of increase, allowable bending stress for members in temporary structures (braced excavations, walers, etc.) is common. My question is: is an increase in temporary stress allowable, or common practice when it comes to sheet piling? Any comments would be appreciated.
Tek-Tips is the largest IT community on the Internet today!
Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!
-
Congratulations TugboatEng on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!
Increase in stress for temp. structures
- Thread starter Cosimo
- Start date
- Status
Similar threads
- Question
- Locked
- Question
- Locked
- Question
- Locked
- Question