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Sir having doubt , if i design only rcc building in etabs . The roof will be designed later by another party ,is there any thumb rule to assign loading without knowing the actual roof loading (Steel truss roof)...

thank you

i have seen tee scale in my diploma

Actually , I am experiencing the last case in this video where top of both beams is not flushed, its a difference of 4-6 inches. Do we need to release moment at that specific point?

Oppurtunity

Ai is opportunity 🎉

AI can remove civil Engineer ???

Very Informative Session Sir. Thank you😊

Very informative session❤

Finally some good & informative AI related content for civil structural engineering.❤❤

Very new information for me. This is a huge change right? How will we manage it? Do you have any courses?

Great video and information.

Can AI provides us Designed detailed drawings?

Great Session

Happy to say that I’m taking courses from this institute and found very helpful in my career.👍

new

Perfect explanation

Hello sir,kindly assist with answer to this,a cantilever slab of 1.0m is suspected of downward movement(wants to fall) not sure thou it was perceived so, so in order to be much careful we now introduce a column with a beam under the slab to support it,do you think there is any issue? Please your response is important sir

Sir, Background music not required plz

Sir, how will the load transfer mechanism be. I'll calculate as a one way slab and transfer the whole load to the supporting beam? Instead of two ways.

Excellent explanation for those who want to dwell deep into subject.

Is it mandatory to define user time period while adding sesmic load pattern or we can go with program calculated

Amazing explanation❤

Deflection in slab occurs on shorter span. Because the stiffness of slab is less in shorter span. And the B.M in longer span in slab is more rhan shorter span still the Stiffness in longer span is more. Less B.M. in shorter span in slab even then max deflection . And more B.M in longer span in slab but less deflection in this span. Its god gift. Surprising....

Sir, As per load transfer technic for gravitation loads, how the distribution reinforcement rebars are located? ..... Does it at top of main reinforcement rebars or at bottom as it mostly seen in local construction practice because in the design of cantilever slabs distribution reinforcement rebars are only provided to keep the spacings of main top bars properly. When failures taking place with age of building, these distribution rebars are firstly affected when provided or tie suspended by binding wire below main bars...... Just a question ⁉️

Thanks Er.Premjit. very nicely explained

Sir please help me how to become a proper structure engineer

Why are dynamic analysis and dynamic behavior not included in your course?

Is it possible to create foam expansion joint in existing floor concrete having expansion joint with the wall?

from where I can get your blog?

very useful thank you sir

thak you sir for structural informative class

Thank you for this info. Very clear explanation.

Excellent points raised, highlighting pertinent considerstions to be undertaken. Thank you!

Excellent work 🖤♥️🖤🏆👑⭐🟥

where is the blog pl ?

Thank you for this informative video. Could you provide the reinforcement detail in the continuous beam of different widths ?

THANK YOU

Hello I am not a civil engineer , I m trying to build a car garage with a swimming pool on top of the garage , the garage is 10m x 6m garage with a swimming pool of 8m x 5m and 1.5m depth with six footing and pillars, what size of footing should I use to be on the safe size, thank you

I would really like to use the report for reference how can I get it!?

Well explained

sir if we provide more than max. Reinforcement, is there any problem? in beams, we have over/under reinforced, but in columns, no such things?na?

Thank you Sir a ton! Please do more of such videos.

Sir, can it also be attributed to the fact that in engineered buildings, factors of safety (F.O.S) have been included in the loads and material strength and that in non-engineered buildings the mistri has coincidentally ended up with a design which just satisfies the load and moment requirements excluding the F.O.S?

Hi. Thanks for the video. There are situation where we have to put the Longer Bar as B1 and the Shorter Bar as Distribution/B2 bars for example if there is a cantilever adjoined to the longer direction. I will greatly appreciate if you can talk more about this? Thanks.

Fantastic

excellent

kindly share the report

Thanks I was little confused, watching ur Video helped me.

Sir, how can access your pdf