What is the reinforcement output of ETABs? is it minimum or it is based on the Code provided in the modelling? Why i always get 1% reinforcement in columns while i design.
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What is the reinforcement output of ETABs? is it minimum or it is based on the Code provided in the modelling? Why i always get 1% reinforcement in columns while i design.
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This is based on Design Code. As per ACI code minimum rebar for column is 1%. For IS code it’s 0.8%. So as per ACI code if column design rebar more than 1%,then it will show same, but if less or equal to 1% then it will show always 1%.