Erection Engineering : Structural steel
Erection Engineering : Structural steel
(OP)
What is sercivebility limit for during erection and under what load combinations ( I am not asking
the codal requirements - but best practices in field)
In some case i have seen 0.6Dead +1Wind . Is thi is logically correct ? During erection stage only
self weight is under Dead laod. How come this will come to 60% of of actual weight.
Thanks in advance
REgards
M.S.Boobathi
the codal requirements - but best practices in field)
In some case i have seen 0.6Dead +1Wind . Is thi is logically correct ? During erection stage only
self weight is under Dead laod. How come this will come to 60% of of actual weight.
Thanks in advance
REgards
M.S.Boobathi






RE: Erection Engineering : Structural steel
RE: Erection Engineering : Structural steel
Good luck -
Dave
Thaidavid
RE: Erection Engineering : Structural steel