Hi, my slab design in Etabs gives me "SHEAR FAILURE" result for all types of shell thickness. What is the possible factor to this? Please help. Thank you
Kindly refer to the below link for the full course www.udemy.com/course/structural-design-of-buildings-using-etabs-software/?couponCode=C6A073E534465FCB78B7
It's a nice video, clearly described the slab design process. Thanks a lot.
Glad it was helpful!
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Thank you didi✨💖💖💖💖💖
thanks a lot
Thank you
Why do you have different bending moment for the same beam in different stories?
Sir please🙏 upload full detailing video in 💖CSIDetail software 💖please 🙏🙏🏻🙏🏻🙏🏻🙏🏻🙏🏻
But how to calculate spacing of bars in both the direction.
When designing my slabs, for some I get a max bot FAILED error at the bottom of the window. What does this mean and what can I do about it?
Hi, my slab design in Etabs gives me "SHEAR FAILURE" result for all types of shell thickness. What is the possible factor to this? Please help. Thank you
Madam can u explain this project in finate element method
Plz start the full course from basic
Kindly refer to the below link for the full course
www.udemy.com/course/structural-design-of-buildings-using-etabs-software/?couponCode=C6A073E534465FCB78B7
Pls do reinforcement details of slab
Ok.
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Isn't clear your vedio