Hello sir, can this beam take the load, or should we provide a column at that point to take the load for g+4 floors. Thank you 😊.
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Hello sir, can this beam take the load, or should we provide a column at that point to take the load for g+4 floors. Thank you 😊.
This scheme is not proper. Either you need a column there or change the building plan there and provide a continuous beam. You can model this and analyse and find the issue your own. If you do that you will realise why it is not possible. I suggest you post the future questions in the ETABS course community.