05-29-2009, 02:42 PM
Dear all
*BEAM DESIGN :
ETABS gives steel area requirement at beam mid span and at beam support, but how we can know upto which distance this steel is required.
Also, distance upto which given shear reinforcement is required, is not mentioned
ETABS report steel area al every station, usual divide in 10 piece, right click in beam and you have every location or prin tables and copy on excel
@ Column Design
it calculates steel area based on uniform steel, its better having arrangement of steel and check column Etabs calcule the interaction curve. In define frame you can see interaction curve.
*BEAM DESIGN :
ETABS gives steel area requirement at beam mid span and at beam support, but how we can know upto which distance this steel is required.
Also, distance upto which given shear reinforcement is required, is not mentioned
ETABS report steel area al every station, usual divide in 10 piece, right click in beam and you have every location or prin tables and copy on excel
@ Column Design
it calculates steel area based on uniform steel, its better having arrangement of steel and check column Etabs calcule the interaction curve. In define frame you can see interaction curve.