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Saikiran Gone

Earthquake load calculation as per Euro code-8

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Dear all,

Please guide me in calculating the base shear as per euro code 8.

In following a formula Sd(T1) value getting in term of (g), say 0.1g. Do I need to use Sd(T1) value as 0.1 or 0.1*9.81 =0.981 m/sec2 for base shear calculation in place if Sd(T1). Please suggest.

Fb = Sd(T1).m.(Lamda)

Eurocode ref image also attached for your ready reference.

 

http://www.sefindia.org/forum/viewtopic.php?p=76915#76915

Thanks,
Regards,
Saikiran Gone. 

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Dear All,

 

I request to comment on the above query.

 

Thanks,

Kind Regards,

Saikiran Gone.

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