Columns of A large roof-Effect of Snow load reducible?
Columns of A large roof-Effect of Snow load reducible?
(OP)
Pals
For Live loads, reduction is based on tributary areas for columns and girders. Which makes good sense.
I am curious, is snow load reduction possible for columns with very large tributaries? If not,what is the rationale for not reducing it?
respects
IJR
For Live loads, reduction is based on tributary areas for columns and girders. Which makes good sense.
I am curious, is snow load reduction possible for columns with very large tributaries? If not,what is the rationale for not reducing it?
respects
IJR





RE: Columns of A large roof-Effect of Snow load reducible?
You should be asking what is the rationale for reducing it?
RE: Columns of A large roof-Effect of Snow load reducible?
RE: Columns of A large roof-Effect of Snow load reducible?
Dik
RE: Columns of A large roof-Effect of Snow load reducible?
RE: Columns of A large roof-Effect of Snow load reducible?
RE: Columns of A large roof-Effect of Snow load reducible?
same would apply if it was 3' and no wind.
Take a step back from the books for a reality check every now and then.
RE: Columns of A large roof-Effect of Snow load reducible?
RE: Columns of A large roof-Effect of Snow load reducible?
RE: Columns of A large roof-Effect of Snow load reducible?
RE: Columns of A large roof-Effect of Snow load reducible?