Etabs and structural design is never ending. This is not a course. This was a webinar. In that webinar, I had planned only to cover what you see in that video.
you are a very good instructor I have recently started my career as structural eng in middle east but there was a clear gap between my academic background and the industry relevant skills so I get a lot of self doubt if I will be a good structural eng but your video has given me hope based on how composed you deliver the knowledge, I appreciate your guidance. I am skeptical if I can pursue your instructor courses since we mainly use ACI and your course is based on IS. please advice.
Hello, Thanks for your kind words 🙂and nice to know you liked my way of teaching. My courses and mentoring programs are all advance but as per IS codes and with a minor over view to BS standards. What I can tell you is, the analysis and the concepts of and structural behavior remains same as per any code. The differences comes only in the design steps and some of the min and max rebars related rules. These are easy to tweak by referring ACI. With respect to ETABS, the only change would be inputing the relevant codes in the software. You can probably try with my selfpaced courses and then decide if you need the mentoring programs. I would suggest you look at 9999 plan course.civilera.com/courses/etabs-superstructure
0.9Dl + 1.5EQ combination. Generally we design for higher loads and hence we have FOS of 1.5 or 1.2. So that we have higher value of loads. But when it comes to overturning , ofcourse we don't want our structure to overturn. So what we will check ? We will check it for minimum criteria in which overturning is possible. Its simply the " worst" condition in which the building will overturn. I hope I was able to ans that correctly. For eg. It will be easy to overturn a lighter body than a heavy body. That's why DL is reduced to 90% of its value.
I have question that, sir have told that no need to consider modifiers for upto G plus 3 building.... But as per is 456 they have mentioned in clause 22.3 shall be used in any analysis...
Sir I just want to know before buying the course, how do I get Etabs software. I clearly cannot afford to buy it at the moment. Any suggestions ? Also is Etabs or Staadpro better for buidling analysis? I am from northeastern part of India
If you are asking about the static analysis, ETABS will not calculate. Please calculate and provide it. Program calculated value should not be chosen Why don't you see my etabs course which is quite comprehensive? It has every thing in it course.civilera.com/courses/etabs-superstructure
Sir, Im amazed by your way of presenting and consults, Im from Nepal and Student of civil engineering .Im really keen on course you describe , But how? Please guide me...
Better you contact me once .Pass me your number and email or whatsapp me at 9886141883 You can find the course here course.civilera.com/courses/structural-analysis-design-of-buildings-staadpro
Sir, As mentioned in the webinar moment of inertia should be taken 70% of I(Gross) for column and 35% of I(Gross) for beam. Is it applicable for both the axis 2 & 3?
@@CIVILERABangalore I have concepts of SOM , SA and RCC and I got a project to construct a guest house G+4 in an area falling under seismic zone 5. Will this course help me in carrying out the work?
@@rmvuyddft8818 Training cannot replace experience. Real projects you should execute yourself if you are qualified to do it as per the by law in your city and NBC I am not in a position to answer your question as I don't know your ability and experience. You can consider my mentoring program for more advanced learning on zoom.
Si eres ingeniero estructural, hay muchas cosas interesantes. 1) Estás sirviendo a la humanidad 2) Estás haciendo un trabajo responsable 3) Tienes la oportunidad de hacer tu propio negocio. 4) Estás creando estructuras
@@CIVILERABangalore yes, I have. But couldn't understand how we can model the foundation either pinned or fixed in ETABS. Can you please enlighten sir?
@@MrJtj007 Well these need a bit of explanation. Cant do it on a chat. There will be much more technical things that you would get confused about as you start thinking. Why dont you consider this course which is quite affordable and learn systematically every thing - course.civilera.com/courses/etabs-superstructure
