![[Deleted User]](https://decode-bd.com/wp-content/themes/discy/images/default-image-42x42.png "[Deleted User]"){kind=avatar}
How Can we cross Check the Shear Design performed for Beams in ETABS by Manually ? Do we have any videos or any links for manually verifying it ?
Discy Latest Questions
michaelakeBeginer
Hello Admin/everyone Please I want a student license for Prota Structure 2021 How do I go about this?
michaelakeBeginer
Hello Admin/everyone Please I want a student license for Prota Structure 2021 How do I go about this?
BiniBeginer
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.
BiniBeginer
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.
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.
HimalBeginer
In ETABS, while using stifness modifiers(SM) we should check modal participating mass ratio in SM for service condition or SM for ultimate condition?
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?