Hello,
Dear Sir, I have to design a G+8+1SF office building with post-tensioned slab without using beams. I know that I can design slab using RAM concept. I know that I will require some drop caps or column caps to counter punching shear effect. But how to model those here in staad.
2. I first thought to move my entire model in RAM Structural system and waste almost an entire day for training at bentley institute to alternatively found out that RAM Structural system does not support any indian or south african code.
Please I do require some guidance.
Thanks and Regards
Kaushal
Dear Sir, I have to design a G+8+1SF office building with post-tensioned slab without using beams. I know that I can design slab using RAM concept. I know that I will require some drop caps or column caps to counter punching shear effect. But how to model those here in staad.
2. I first thought to move my entire model in RAM Structural system and waste almost an entire day for training at bentley institute to alternatively found out that RAM Structural system does not support any indian or south african code.
Please I do require some guidance.
Thanks and Regards
Kaushal