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How to calculate External pressure coefficients for Wind loads as per IS 875 for irregular shaped high rise buildings?

 
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Sayyad_Wajed
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Joined: 27 Aug 2015
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PostPosted: Tue Jun 14, 2016 6:27 am    Post subject: How to calculate External pressure coefficients for Wind loads as per IS 875 for irregular shaped high rise buildings? Reply with quote

How to calculate External pressure coefficients for Wind loads as per IS 875 for irregular shaped high rise buildings?


General Data of the Building:
    Height: 106.4m from ground level (B+G+32), 5.1 meter below GL
    Plan: As shown
    Location: Mumbai
    Terrain category: 3
    Class of structure: B
    Topography factor: 1

Senior Practicing Engineers/Professors please help???


https://www.linkedin.com/pulse/how-calculate-external-pressure-coefficients-wind-loads-ali



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rajancivildesign@gmail.co
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Joined: 26 Jan 2011
Posts: 563

PostPosted: Wed Jun 15, 2016 6:47 am    Post subject: Procedure for calculation of wind load on building Reply with quote

Dear SAFIAN,
For calculating wind load and external pressure coefficient you can refer Chapter 11 on reinforced concrete Vol II by H.J.SHAH. As your a new to STAAD pro, i herewith attached Wind load design procedure and application of wind load in STAAD Pro with example  for your guidance. the examples  are prepared by me only.
V.M.RAJAN.



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es_jayakumar
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Joined: 24 Nov 2011
Posts: 1406
Location: Cochin

PostPosted: Wed Jun 15, 2016 2:41 pm    Post subject: Reply with quote

Dear Rajan Sir,
Similar to the wind load analysis, do you have latest notes on EQ analysis of RCC buildings using STAAD ?

Regards,
E S Jayakumar
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syed_A
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Joined: 22 Oct 2011
Posts: 387
Location: Hyderabad

PostPosted: Wed Jun 15, 2016 3:39 pm    Post subject: Reply with quote

Er V.M.Rajan sir
Thanks for the excellent pdf file to calculate the wind load both manual and using staadpro
best regards
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