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kunal_mohanty SEFI Member
Joined: 17 Sep 2018 Posts: 4
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Posted: Wed Nov 21, 2018 9:22 am Post subject: STAAD Pro COLUMN DESIGN |
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Does STAAD Pro consider minimum eccentricity criteria as per is code 456 by default while designing column or additional parameter is required?
Whether design results shown by design tab such as Pu,Mux and Muy in column members have considered minimum eccentricity or not?
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kunal_mohanty SEFI Member
Joined: 17 Sep 2018 Posts: 4
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Posted: Thu Dec 13, 2018 9:32 am Post subject: STAAD Pro COLUMN DESIGN |
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Please share your views on the topic.
Thank you
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sukanta.adhikari General Sponsor
Joined: 26 Jan 2003 Posts: 726
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sakumar79 ...
Joined: 18 Apr 2008 Posts: 713
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Posted: Fri Dec 14, 2018 3:39 am Post subject: |
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Hi,
I would like to add to Er Adhikari's reply - you have to remember that parameters for effective length factor, etc have to be set in order for STAAD to correctly calculate the additional moments. For example, if a column is restrained in one direction only in a floor, the effective length in the other direction is based on double storey height. However, STAAD will not take this automatically and has to be manually specified by the user.
Yours sincerely
S Arunkumar
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kunal_mohanty SEFI Member
Joined: 17 Sep 2018 Posts: 4
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Posted: Wed Jan 09, 2019 7:01 am Post subject: Re: STAAD Pro COLUMN DESIGN |
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[quote="sukanta.adhikari"]Dear sir
Thank you very much
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kunal_mohanty SEFI Member
Joined: 17 Sep 2018 Posts: 4
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Posted: Wed Jan 09, 2019 7:03 am Post subject: |
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[quote="sakumar79"]Dear Sir
Thank you.
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