Redundant member in lattice towers
Redundant member in lattice towers
(OP)
Hi,
I have some doubts with the definition of redundant members.
The horizontal or the redundant members with less than 15º(or 30º, I'm not sure) sould have define with the load of a worker. Am I right? ASCE 10-97 3.14.8.
And the rest of redundant member only according KL/r with L/r<250?
Thanks.
I have some doubts with the definition of redundant members.
The horizontal or the redundant members with less than 15º(or 30º, I'm not sure) sould have define with the load of a worker. Am I right? ASCE 10-97 3.14.8.
And the rest of redundant member only according KL/r with L/r<250?
Thanks.





RE: Redundant member in lattice towers
_____________________________________
I have been called "A storehouse of worthless information" many times.
RE: Redundant member in lattice towers
Have ASCE 10-97 any consideration to check the redundant who are with an angle less than 30º? Where you have to consider the aditional load of a worker with his equipment?
Thanks.
RE: Redundant member in lattice towers
_____________________________________
I have been called "A storehouse of worthless information" many times.
RE: Redundant member in lattice towers
RE: Redundant member in lattice towers
Nitin
RE: Redundant member in lattice towers
_____________________________________
I have been called "A storehouse of worthless information" many times.