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.
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.
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.
Hello engineers of this nation, I just want to ask if at what length does etabs provides in concrete design result in shear reinforcemnt in I-end, mid, J-end. Is it 0.3L?
Most simple example to explain the concept the development. Take your first finger and grab it in the palm of your other hand. Now pull the finger applying as much force as you can. At a certain limit the finder ...Read more
There are several reasons, Fixed supports prevent both horizontal and verticle displacements. This will cause the development of thermal stress during temperature fluctuation. Fixed supports are very difficult to implement(and maintain) from a practical point of view. ...Read more