Shelding Effect of Wind

  Рет қаралды 5,258

Civil Engineer Tonmoy Maity

Civil Engineer Tonmoy Maity

Күн бұрын

Пікірлер: 20
@steelramesh
@steelramesh 2 жыл бұрын
You are helping so many engineers by sharing your knowledge...🙏
@TonmoyMaity
@TonmoyMaity 2 жыл бұрын
Thank you for your support 🙏
@jayshah6293
@jayshah6293 Жыл бұрын
If 5 pile in one direction.... Wind load act on first pile ...what is reduction factor of that load in next pile
@ramyashas87
@ramyashas87 2 жыл бұрын
Thank you for the helpful video. What about wind perpendicular to the elevation of piperack. Like a connecting open bridge. In this condition how can we consider shielding coeff??
@uvaraj6328
@uvaraj6328 2 жыл бұрын
Great
@TonmoyMaity
@TonmoyMaity 2 жыл бұрын
Glad you like it
@johnsnow1418
@johnsnow1418 2 жыл бұрын
What if the structure is having vertical geometric irregularity ? Say if we have frames of different elevations how is wind going to change ?
@johnsnow1418
@johnsnow1418 2 жыл бұрын
What if the grometry changes ? Say if we have frame spacing as 2m in 1st bay and 4m & 6m in consequtive bays, how the wind is going to change ?
@johnsnow1418
@johnsnow1418 2 жыл бұрын
Why to consider same wind force on 2nd and consequtive frames ? Though it is given in indian code, but wont the wind will reduce as we move furthur on ?
@raviprasadvoletiBR16L
@raviprasadvoletiBR16L 8 ай бұрын
what is the probability of the wind exactly act normal to the web of the 1st Frame?
@TonmoyMaity
@TonmoyMaity 8 ай бұрын
that's the max force can be applied on web...not from probability point of view
@yakovpogorelis6758
@yakovpogorelis6758 Жыл бұрын
What if the wind is coming not perpendicular to frames , but let say 15 degrees? Than this shielding calculation does not work?
@TonmoyMaity
@TonmoyMaity Жыл бұрын
You are right
@prashantsrivastava372
@prashantsrivastava372 2 жыл бұрын
very helpful sir
@TonmoyMaity
@TonmoyMaity 2 жыл бұрын
Glad to hear that
@zeetbanerjee9416
@zeetbanerjee9416 3 жыл бұрын
Dada please need a lecture on solidity ratio and frame spacing ratio on this frame... in detail please Thanks in advance
@TonmoyMaity
@TonmoyMaity 3 жыл бұрын
Noted
@TylerDWard
@TylerDWard Жыл бұрын
why has nobody designd wind diversion designs to redirect the wind load downwards to prevent sheer and lift. prevent all damage from wind
@swamy084
@swamy084 2 жыл бұрын
can u share pipe rack wind load calculation and staad files?
@TonmoyMaity
@TonmoyMaity 2 жыл бұрын
I dont pocess that
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