You are a genius. Thank you sir!

@CIVILERABangalore

Жыл бұрын

hey thanks 😇

great video sir ... explained very briefly.. very time worthy ❤️

@CIVILERABangalore

Жыл бұрын

Glad you liked it

Nice and dedicated explanation... I spent my 2.27hrs usefully.....Feel grateful to you sir...

@CIVILERABangalore

2 жыл бұрын

Thans Abisha for your kind words :-) Happy to know you learnt from it

👍🏻

thanks

@CIVILERABangalore

2 жыл бұрын

you are welcome :-)

Very Good Explanation

@CIVILERABangalore

Жыл бұрын

Thank you. Glad to know you liked it

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.

@CIVILERABangalore

Жыл бұрын

Explained in the 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.

@CIVILERABangalore

Жыл бұрын

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

such informative video

@CIVILERABangalore

Жыл бұрын

Hey nice to know you liked it

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...

@CIVILERABangalore

Жыл бұрын

You can email me at contact@civilera.com or WhatsApp me at 91-9886141883 or see this course.civilera.com/f/dcts

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

2 жыл бұрын

Why do you think it should not be :-)

Sir, can you demonstrate problem in staad or etabs with different floor plans???

@CIVILERABangalore

2 жыл бұрын

what problem?

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...

@CIVILERABangalore

Жыл бұрын

I have meant that generally people dont use. IS 1893 mandates use of it

Sir please make a video on slab as membrane shell thin and shell thick ,how to make a mesh and what is the purpose of itt ??

@CIVILERABangalore

Жыл бұрын

Covered in my courses. Shell thick is used if you want to capture shear deformations.

Can you please explain why we should not use it to upto g+3 building...

@CIVILERABangalore

Жыл бұрын

Should not use what? I did not understand your question.

Cau u pls explain dynamic earthquake in etabs ?

@CIVILERABangalore

2 жыл бұрын

You can sign up for my upcoming live classes for learning comprehensively

Hello sir. Does etabs not calculate the time period of the structure by itself?? Please clarify thanks

@CIVILERABangalore

Жыл бұрын

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 I want to join for staad pro course, I went through your website but unable find it. please could you suggest me.

@CIVILERABangalore

2 жыл бұрын

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 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

@CIVILERABangalore

Жыл бұрын

google

cuales son las cosas geniales que hacen que ser ingeniero valga la pena

@CIVILERABangalore

9 ай бұрын

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

@matiashuallapa9146

9 ай бұрын

@@CIVILERABangalore Thank you

@CIVILERABangalore

9 ай бұрын

You are welcome @@matiashuallapa9146

Please take online classes...

@CIVILERABangalore

2 жыл бұрын

course.civilera.com/courses/etabs-superstructure You can choose from the 1st 3 plans If you have questions, whatsapp me at 9886141883

Hi sir, How to pin or fix the foundation in Etabs?

@CIVILERABangalore

2 жыл бұрын

See the video above.

@MrJtj007

2 жыл бұрын

@@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?

@CIVILERABangalore

2 жыл бұрын

@@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

@MrJtj007

2 жыл бұрын

@@CIVILERABangalore okay sir

Dear Sir, do you have courses in Udemy ?

@CIVILERABangalore

5 ай бұрын

I have my own portal and it is course.civilera.com

Sir i want to enroll for the courses. Are there any discounts for the courses ?

@CIVILERABangalore

Жыл бұрын

course.civilera.com/courses/etabs-superstructure There are 3 plans in this course

@rmvuyddft8818

Жыл бұрын

@@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?

@CIVILERABangalore

Жыл бұрын

@@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.