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Jure0000
Posts: 2
Registered: ‎01-15-2013
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Timber design_EC5_final displacement

238 Views, 3 Replies
01-25-2013 12:22 AM

Hi

 

I have a problem with Ufin and Uinst displacement on timber beam. There are three load cases: dead load, snow and wind. I dont know why, but the final displacement has no wind load in SLS/QPR combinations. Also Uinst has no dead load and wind load. In calculation of displacement should be considered all three load cases, althroug the PSI2 factors for snow and wind are 0 (zerro). i dont know where is the problem in calculation.

 

Thanks, Jure

 

 

JS
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Artur.Kosakowski
Posts: 5,111
Registered: ‎12-17-2010

Re: Timber design_EC5_final displacement

01-25-2013 01:24 AM in reply to: Jure0000

Could you send the rtd file with this model?



Artur Kosakowski
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New Member
Jure0000
Posts: 2
Registered: ‎01-15-2013

Re: Timber design_EC5_final displacement

01-28-2013 12:50 AM in reply to: Jure0000

Problem with beam numbber 26,25,24,6 27. I think that calculation for Ufin and Uinst are not right in all cases. In general  are this calculation i think wrong... There are no dead load in calculation od Uinst? 

 

 

JS
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Product Support
Artur.Kosakowski
Posts: 5,111
Registered: ‎12-17-2010

Re: Timber design_EC5_final displacement

10-15-2014 12:04 AM in reply to: Jure0000

U,inst is calculated for dead and live loads for 'general' EC5 but for live loads only for EC5 with French NAD as descibed in these codes.

 

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Artur Kosakowski
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