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.
@camilladaizy78753 күн бұрын
thank you so much!!!
@raviprasadvoletiBR16L4 күн бұрын
Hi, could you pl let me know, when to consider Ky parameter and Kz parameter in STAAD-Pro?
@NEERAJSINGH-cz6hy8 күн бұрын
Pls hindi
@SureshKumar-ry6pv9 күн бұрын
sir how to give parameter lz,ly,unt,unb,kx,ky etc
@SureshKumar-ry6pv9 күн бұрын
how to pay money
@SureshKumar-ry6pv9 күн бұрын
fantastic ....... load path is importang for every steel structure now i understood well
@SureshKumar-ry6pv9 күн бұрын
load flow is important
@SureshKumar-ry6pv9 күн бұрын
no one teach like this concept wise thanks lot
@SureshKumar-ry6pv9 күн бұрын
fantastic explaination sir
@abhiroopbhandari90749 күн бұрын
How is it connected? The bolts don't even pass through the flanges (or the webs).
@ameerm489913 күн бұрын
Thanks 👍
@imriabutbul160614 күн бұрын
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/
@abhiroopbhandari907414 күн бұрын
Beautifully explained. I was having a hard time grasping this concept. Thank you good sir.
@mohamedtawakol462317 күн бұрын
great video .... really informative and really enriched my knowledge about anchorage in general
@riteshsamantray819118 күн бұрын
Excellent explanation . Lot of learning in less than 10 mins. Keep up the good work
@user-gc9fo4hm2x19 күн бұрын
Is it free ?
@pakweldingengineering332919 күн бұрын
Kute tara thamnal dakh kr bachy dargay😮
@dhananjayapaderu451622 күн бұрын
Very well explained..
@kandasamyMA23 күн бұрын
Stud welding work very good 🎉🎉🎉🎉🎉🎉
@anandjamdade915626 күн бұрын
Nice explanation Sir
@anandjamdade915626 күн бұрын
Very nice explanation Sir
@krishnanshumisra61026 күн бұрын
sir i want to ask that do prying forces only occur in HSFG bolts or in both frictionless and friction bolts?
@anandjamdade915626 күн бұрын
Nice information Sir
@91rohannipanikar71Ай бұрын
Stair angle = 33° Length = 2995 mm
@Yousefahmed-ze2xqАй бұрын
Keep going my friend
@deepamadaiya3291Ай бұрын
Good explanation helped me a lot
@Edmund-kg7fpАй бұрын
Thank you
@lemnowa12Ай бұрын
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.
@mohsinbinalilatif841Ай бұрын
One more question please arrange the bracing on the DS/ES steel structure 😅
@himodesweet6726Ай бұрын
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
@southpaw8168Ай бұрын
nicely explained
@southpaw8168Ай бұрын
This channel is such a great find... nicely explained 👍🏻
@a.p.sarkar3967Ай бұрын
What is the life of elastomeric bearing-- How is it changed ?
@eshance-0944Ай бұрын
Best
@sambot4547Ай бұрын
at @12.05 this means that distance from the neutral axis should be lesser to have an higher section modulus ?
@Arnav2009Ай бұрын
Nice Explanation ❤❤❤
@SzhihihihihihiАй бұрын
Thank you and I hope you can continue to make videos
@SzhihihihihihiАй бұрын
Thank you
@mohanbabupm5778Ай бұрын
Superb strl expln best engineer
@91rohannipanikar71Ай бұрын
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 KZfaq but could understand properly....plzz make video sir.....🙏
@user-pq1vg7vj9bАй бұрын
Hey grder
@Er_sanjay_blogsАй бұрын
Does global and local axis make any sence in structure?
@jesustraviezo8852Ай бұрын
Great video!!! Mutch respect!!!
@lahiruwijesinghe6549Ай бұрын
Best explanation 👍🏻
@tejdarji4835Ай бұрын
How to achive fix and pin support in rcc foundation
@lahiruwijesinghe65492 ай бұрын
If bracing was rods, then they aren’t designed to take any compression. The load path would change. Could you please do a video with that?