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Artur.Kosakowski
Posts: 4,290
Registered: ‎12-17-2010

Re: Concrete Slab Problem - beginner

09-07-2012 05:52 AM in reply to: Rafal.Gaweda
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Active Contributor
Posts: 49
Registered: ‎08-24-2012

Re: Concrete Slab Problem - beginner

09-07-2012 06:35 AM in reply to: Artur.Kosakowski

That's brilliant! Thank you. Only when I run the design deflection is 42mm and not 52mm. I noticed that when running 'required reinforcement task' the message 'required types are not acribes to SLS combination, calculation may not be correct' comes up. Could that be the reason?

 

P.S. For some reason I can not open the attached link...

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Active Contributor
Posts: 49
Registered: ‎08-24-2012

Re: Concrete Slab Problem - beginner

09-07-2012 06:39 AM in reply to: Wioletta_F

Forgot to attach... sorry..

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Product Support
Posts: 4,450
Registered: ‎04-26-2010

Re: Concrete Slab Problem - beginner

09-07-2012 07:42 AM in reply to: Wioletta_F

PLease update your version with Service Pack 5 for ARSA 2012.

 

2505.jpg



Rafal Gaweda
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Product Support
Posts: 4,450
Registered: ‎04-26-2010

Re: Concrete Slab Problem - beginner

09-07-2012 07:59 AM in reply to: Wioletta_F

 I noticed that when running 'required reinforcement task' the message 'required types are not acribes to SLS combination, calculation may not be correct' 

 


SLS combinations for RC Desing should be SLS:QPR (quasipermanent) or SLS:FRE (frequent)

 

ct.jpg



Rafal Gaweda
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Active Contributor
Posts: 49
Registered: ‎08-24-2012

Re: Concrete Slab Problem - beginner

09-07-2012 08:53 AM in reply to: Artur.Kosakowski

Thank you. Will change and check deflections again. Have a good weekend and I'm sure I will be back next week :smileyhappy:

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Active Contributor
Posts: 49
Registered: ‎08-24-2012

Re: Concrete Slab Problem - beginner

09-10-2012 06:57 AM in reply to: Artur.Kosakowski

Hello!

I'm trying to tidy the design - had to add some walls (linear supports) etc. While deflection is OK, moments are just way out of what I think they should be. Basically we've got the design done in different software... Could you please have a look at the attached and suggest where I went wrong again? And thank you very much for great support so far.

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Product Support
Posts: 4,450
Registered: ‎04-26-2010

Re: Concrete Slab Problem - beginner

09-10-2012 07:07 AM in reply to: Wioletta_F

Pani Wioletto,

 

Troche wiecej szczegolow. Gdzie i czego Pani sie spodziewa, ktory przypadek itd...



Rafal Gaweda
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Active Contributor
Posts: 49
Registered: ‎08-24-2012

Re: Concrete Slab Problem - beginner

09-10-2012 07:41 AM in reply to: Rafal.Gaweda

Panie Rafale,

zestawilam przykladowe wyniki na zalaczonym pdf-ie. Grubosc plyty jest taka sama, obciazenia takze. Jak juz wczesniej napisalam ugiecia pod dlugotrwalym obciazeniem sa zblizone (53mm w Orion i 55mm w Robocie). Niestety momenty sa rozne. Nie za bardzo wiem jak do tego podejsc, bo analiza nie wykazuje zadnych bledow. Czy lokalne zageszczenie siatki na podporami 'wygladziloby' wykres momentow? No i w przesle roznica jest duza. Bardzo prosze o jakies sugestie i jeszcze raz dziekuje za pomoc.

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Product Support
Posts: 4,450
Registered: ‎04-26-2010

Re: Concrete Slab Problem - beginner

09-10-2012 07:49 AM in reply to: Wioletta_F

Czy Orion to program MESowski czy tez liczy sie tam pasmo (np 1m szerokosci plyty) w analogii belkowej?



Rafal Gaweda
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