Increase in stress for temp. structures
Increase in stress for temp. structures
(OP)
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.





RE: Increase in stress for temp. structures
Thread255-66035