I respect ur hard work on this... But if u upload a complete rcc building design with indian codes and analysis settings many will benefit... Try that one...
Dear Prasad, Thank you for the comments. This video is a part of complete rcc building design. Stay tuned for the upcoming parts to complete the design procedure
Pls upload immediately....as gandhi said now ... as today vil be tomorrow.. Many of the settings to reduce steel percentage will be greatly appreciated
Correct me if i am wrong. The definition of Shell and membrane i think is wrongly told by u as : Load which is applied to membrane objects transfers directly to supporting structural objects, whereas meshed shell objects have bending stiffness and therefore resist a portion of the load through flexural deformation. As a result, less load will be available to transfer to beams located under a shell, while 100% of the load will transfer through a membrane. wiki.csiamerica.com/m/view-rendered-page.action?spaceKey=etabs&title=Membrane+vs.+shell+slab
![RCC Slab Design in Etabs 2016 - Part 1 [Beginners Tutorial]](http://i.ytimg.com/vi/mMP8Paw5skI/mqdefault.jpg)
![RCC Slab Design in Etabs 2016 - Part 1 [Beginners Tutorial]](/img/tr.png)
Pls upload a complete building design indian rcc with settings for optimized steel design mainly
I respect ur hard work on this...
But if u upload a complete rcc building design with indian codes and analysis settings many will benefit...
Try that one...
Dear Prasad,
Thank you for the comments. This video is a part of complete rcc building design. Stay tuned for the upcoming parts to complete the design procedure
Pls upload immediately....as gandhi said now ... as today vil be tomorrow..
Many of the settings to reduce steel percentage will be greatly appreciated
help the engineering community u vil be remembered
Correct me if i am wrong.
The definition of Shell and membrane i think is wrongly told by u as :
Load which is applied to membrane objects transfers directly to supporting structural objects, whereas meshed shell objects have bending stiffness and therefore resist a portion of the load through flexural deformation. As a result, less load will be available to transfer to beams located under a shell, while 100% of the load will transfer through a membrane.
wiki.csiamerica.com/m/view-rendered-page.action?spaceKey=etabs&title=Membrane+vs.+shell+slab
Please upload next video
plzzz upload next video