- #1
niz
- 10
- 0
Hi!
I'm having some difficulty trying to clear some things when designing r.concrete slab and beam.
My question is : when do you reduce moment ?
I am aware we reduce moment over support...but when that support is in middle of beam .(continuous beam)
For simply supported beam we don't make reduction of moment.
Then i read on one place that we do not reduce moment over support in cantilever beam...is this true..?
can anyone give me cases when we do reduction of moment for beams and slabs..?
Thanx in advance!
Niz
I'm having some difficulty trying to clear some things when designing r.concrete slab and beam.
My question is : when do you reduce moment ?
I am aware we reduce moment over support...but when that support is in middle of beam .(continuous beam)
For simply supported beam we don't make reduction of moment.
Then i read on one place that we do not reduce moment over support in cantilever beam...is this true..?
can anyone give me cases when we do reduction of moment for beams and slabs..?
Thanx in advance!
Niz