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chandrakant SEFI Member

Joined: 27 Sep 2019 Posts: 5
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Posted: Thu Jul 09, 2020 11:56 am Post subject: Local wind pressure coefficient (IS 875 Part -3) |
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Does effect of local wind pressure coefficient (IS 875 Part -3) to be applied to Rafter members of a roof structure but not on column and foundation.
I am unable to understand the use of local coefficient.
Thanks. |
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sureshkumar_kumaresan E-Conference Resource

Joined: 19 Nov 2012 Posts: 21
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Posted: Sun Aug 09, 2020 5:51 am Post subject: Re: Local wind pressure coefficient (IS 875 Part -3) |
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Dear Chandrakant,
The local pressure coefficients are meant to be used for designing local cladding systems (glass panels, aluminium panels etc) which are smaller in size.
Regards
Suresh
Does effect of local wind pressure coefficient (IS 875 Part -3) to be applied to Rafter members of a roof structure but not on column and foundation.
I am unable to understand the use of local coefficient.
Thanks.[/quote] |
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chandrakant SEFI Member

Joined: 27 Sep 2019 Posts: 5
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Posted: Sun Aug 09, 2020 6:37 am Post subject: |
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Thank you sir. |
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B S KUMAR SEFI Member


Joined: 06 Jun 2009 Posts: 13
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Posted: Sun Aug 09, 2020 6:56 am Post subject: Re: Local wind pressure coefficient (IS 875 Part -3) |
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Dear Sir,
the local coefficient values are generally more than the global coeffieincts. these are genrally adopted for fastenings and claddings where high vulnerability of wind pressures are occured.
sureshkumar_kumaresan wrote: | Dear Chandrakant,
The local pressure coefficients are meant to be used for designing local cladding systems (glass panels, aluminium panels etc) which are smaller in size.
Regards
Suresh
Does effect of local wind pressure coefficient (IS 875 Part -3) to be applied to Rafter members of a roof structure but not on column and foundation.
I am unable to understand the use of local coefficient.
Thanks. | [/quote] |
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