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Jure0000
Posts: 2
Registered: ‎01-15-2013

Timber design_EC5_final displacement

192 Views, 2 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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Product Support
Artur.Kosakowski
Posts: 4,777
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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