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Cantilevered Staircase-Footfall Analysis

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Message 1 of 2
MonikaFR
431 Views, 1 Reply

Cantilevered Staircase-Footfall Analysis

Good Morning,

I ma trying to access Respond Factor for rather unusuall staircase, I am getting RF around 340 ( calculations with accordance with Stairs  SCI  P354(2007). Is it possible to have this factor soo big?

Attached is model with all the information.

Regards,

Monika

 

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Message 2 of 2
mustafahesenow
in reply to: MonikaFR

Hi @MonikaFR

I think You have problem with your model you have to do special model for footfall analysis without rigid link and the cladding should be shell elements with corresponding materials and meshing to get the accurate response. 



Mustafa Hesenow
Senior Structural Design Engineer/MZP
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