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??
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 ?
You are helping so many engineers by sharing your knowledge...🙏
Thank you for your support 🙏
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??
very helpful sir
Glad to hear that
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 ?
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 ?
What if the structure is having vertical geometric irregularity ? Say if we have frames of different elevations how is wind going to change ?
Great
Glad you like it
why has nobody designd wind diversion designs to redirect the wind load downwards to prevent sheer and lift. prevent all damage from wind
If 5 pile in one direction.... Wind load act on first pile ...what is reduction factor of that load in next pile
can u share pipe rack wind load calculation and staad files?
I dont pocess that
what is the probability of the wind exactly act normal to the web of the 1st Frame?
that's the max force can be applied on web...not from probability point of view
Dada please need a lecture on solidity ratio and frame spacing ratio on this frame... in detail please
Thanks in advance
Noted
What if the wind is coming not perpendicular to frames , but let say 15 degrees? Than this shielding calculation does not work?
You are right