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Civil Engineer Tonmoy Maity
India
Приєднався 13 сер 2015
A channel fully dedicated to Civil and Structural Engineering topic.
Get Concept about different Concrete and Steel design with analysis.
Dont subscribe if you want ready made solution.
Get Concept about different Concrete and Steel design with analysis.
Dont subscribe if you want ready made solution.
Use of Shear Key II Single & Double
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Переглядів: 5 152
Відео
Why Seated Connection is NOT Moment Connection ?
Переглядів 2,5 тис.11 місяців тому
Watch this video to learn about : What is seated connection Why Seated Connection is used What are the design aspect of seated connection etc . Join this channel to get access to perks: ua-cam.com/channels/dBw9_SoAq4sMLG4KYeLlVw.htmljoin
This is why RHS /Hollow Tube is used for Torsion
Переглядів 1,7 тис.11 місяців тому
Watch this video to learn about torsional design. Why Rectangular hollow Section or Circular tube is used in torsional design. Join this channel to get access to perks: ua-cam.com/channels/dBw9_SoAq4sMLG4KYeLlVw.htmljoin
This is how you can identify Shear Splice and Moment Splice
Переглядів 2 тис.11 місяців тому
Watch this video to understand the difference between shear splice and moment splice. Join this channel to get access to perks: ua-cam.com/channels/dBw9_SoAq4sMLG4KYeLlVw.htmljoin
Remember This for During Foundation Design
Переглядів 2,1 тис.11 місяців тому
Watch this video to learn about basics of foundation design for bracing support and Moment Support. Join this channel to get access to perks: ua-cam.com/channels/dBw9_SoAq4sMLG4KYeLlVw.htmljoin
This is why prefer X bracing over Chevron Bracing
Переглядів 2,2 тис.11 місяців тому
Watch this video to learn about : How bracing transfer load, how chevron bracing work, problem with chevron bracing etc. Join this channel to get access to perks: ua-cam.com/channels/dBw9_SoAq4sMLG4KYeLlVw.htmljoin
P-Delta effect on Structure
Переглядів 4 тис.Рік тому
Watch this video to learn about the P-Delta Effect on structure. Join this channel to get access to perks: ua-cam.com/channels/dBw9_SoAq4sMLG4KYeLlVw.htmljoin
How to select Roof Truss
Переглядів 797Рік тому
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Anchor Bolt Design for Vertical Vessel
Переглядів 1,7 тис.Рік тому
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Prying Action in Connection
Переглядів 2,6 тис.Рік тому
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Anatomy of a Structure (Basics Matter)
Переглядів 921Рік тому
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Forces in Piles in Pipe Rack
Переглядів 873Рік тому
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Shear Lag
Переглядів 2 тис.Рік тому
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How Pinned Base Portal Transfer Moment to Base
Переглядів 2 тис.Рік тому
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Exchanger Building Forces You need to know
Переглядів 1,1 тис.Рік тому
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This is the way to Transfer Force in these Two Connection
Переглядів 3,4 тис.Рік тому
This is the way to Transfer Force in these Two Connection
This way You can use Moment of Inertia in Structural Design
Переглядів 4 тис.Рік тому
This way You can use Moment of Inertia in Structural Design
This is the way to Find nature of Force in Bracing
Переглядів 3,7 тис.Рік тому
This is the way to Find nature of Force in Bracing
These are the way to Prevent Bracing Failure
Переглядів 2,4 тис.Рік тому
These are the way to Prevent Bracing Failure
These are the Anchor Bolt Failure Mode
Переглядів 7 тис.Рік тому
These are the Anchor Bolt Failure Mode
Pile Cap Design :Truss Analogy vs Bending Theory
Переглядів 6 тис.Рік тому
Pile Cap Design :Truss Analogy vs Bending Theory
Transportation Analysis of Pipe Rack module
Переглядів 4,2 тис.Рік тому
Transportation Analysis of Pipe Rack module
Stiffened vs. Unstiffened End Plate Moment Connection
Переглядів 12 тис.Рік тому
Stiffened vs. Unstiffened End Plate Moment Connection
Bhai video kyu nahi bana rahe ab ?
Please make video on application example of IS 18168: 2023 on industrial shed.
Hii love your content! Could you please make a video on beam-to-beam moment connection load path and design example? A detailed explanation and visual illustrations would be super helpful for understanding this complex topic. Keep it up the great work!
Great video! Well explained!
Nicely explained
Thank you. Learnt so many things
Do you have any reference or explanation on how to cover the steel beams and columns with concrete pouring as shown at 1:02 sec of this video? Thank you.
thank you so much!!!
Hi, could you pl let me know, when to consider Ky parameter and Kz parameter in STAAD-Pro?
Pls hindi
sir how to give parameter lz,ly,unt,unb,kx,ky etc
how to pay money
fantastic ....... load path is importang for every steel structure now i understood well
load flow is important
no one teach like this concept wise thanks lot
fantastic explaination sir
How is it connected? The bolts don't even pass through the flanges (or the webs).
Thanks 👍
you have an amaizing videos, well explained and very practical. can i ask why in the seated connection the cleat angle can't act as moment connection? i saw the video but if in design the bolts/welds in the cleat to manage with the tention force (of course also stiffner in the column) what is the concerns in that matter? in the seated angle it's only compression so it's not a major problem to deal with those force/
Beautifully explained. I was having a hard time grasping this concept. Thank you good sir.
great video .... really informative and really enriched my knowledge about anchorage in general
Excellent explanation . Lot of learning in less than 10 mins. Keep up the good work
Is it free ?
Kute tara thamnal dakh kr bachy dargay😮
Very well explained..
Stud welding work very good 🎉🎉🎉🎉🎉🎉
Nice explanation Sir
Very nice explanation Sir
sir i want to ask that do prying forces only occur in HSFG bolts or in both frictionless and friction bolts?
Nice information Sir
Stair angle = 33° Length = 2995 mm
Keep going my friend
Good explanation helped me a lot
Thank you
amazing video! if the enclosed stone things in the real life picture are future columns, theyre very close to eachother and actually look IN FRONT of the beam compared to the software picture where the columns are directly IN LINE with the beam. can you please clarify this ? im very confused about that part.. other than that amazing video as always. love your channel.
One more question please arrange the bracing on the DS/ES steel structure 😅
thanks a lot can you explain the concept of designing shear wall due to vertical load ,moment ,shear and stability ,buckling and overturning and which limit of building height we can use shear wall and where is the maximum shear stress has been happen in shear wall also you know we pour shear wall as part with every floor so is the any condition for rebar we can use in this area ,also is there any effect if there is a cantiliver come out from shear wall also please why we use some time couple shear wall connect with beam and sometime we use core
nicely explained
This channel is such a great find... nicely explained 👍🏻
What is the life of elastomeric bearing-- How is it changed ?
Best
at @12.05 this means that distance from the neutral axis should be lesser to have an higher section modulus ?
Nice Explanation ❤❤❤
Thank you and I hope you can continue to make videos
Thank you
Superb strl expln best engineer
Sir can u please make a video on how to draw bending moment of frame or any other structure quantitative....im unable to understand the thought process to judge the bending moment of complex structure......what steps do we follow while drawing bending moment....😢i Have seen a lot of video on UA-cam but could understand properly....plzz make video sir.....🙏
Did you find anything on this, i am also facing same prob
Hey grder
Does global and local axis make any sence in structure?
Great video!!! Mutch respect!!!