Cervenka Consulting Forums — problem in some of my results espicially

Re: problem in some of my results espicially

null@example.com (dpryl) — Fri, 10 Jun 2016 08:06:46 +0000

Please follow ATENA Troubleshooting, 2.1.1 I have a problem not listed here. The current version of the document is available from our web (Products - ATENA - Documentation).

Re: problem in some of my results espicially

null@example.com (engomargouda) — Thu, 09 Jun 2016 16:34:34 +0000

Sorry how can i send you my model please ? on the email ?
And the size of the model file is very big is there was any solution to send my model please
thanks alot and sorry for annoying

Re: problem in some of my results espicially

null@example.com (engomargouda) — Thu, 09 Jun 2016 12:36:44 +0000

Ok i am going to see it & if it didn't match i am going to send it .. thanks so much for your kind reply & care

Re: problem in some of my results espicially

null@example.com (dpryl) — Thu, 09 Jun 2016 07:59:58 +0000

Dear engomargouda,
please first see if some of the general recommendations from ATENA Troubleshooting, 2.2.18 My analysis results do not match the experiment/expectations. How can I improve my model? solve the issue. If you still can not identify the source of the difference, please send us your model + a description + pictures of what you are modelling, following Troubleshooting, 2.1.1.
Regards.

problem in some of my results espicially

null@example.com (engomargouda) — Wed, 08 Jun 2016 21:39:10 +0000

Dear all

I made model of 2 spans slab of equal length = 3m ........ depth = 0.12 m ....... width = 0.5 m
each span is loaded with 2 concentrated loads until failure
From the experimental studies the failure load = 114 KN , but when i run my model i found the failure load = 30 KN

I checked the load value i found that i started loading with 1 KN = 0.001 MN , so no mistake in loading dimensions
i checked the reinforcement and materials ..... and no mistake in my inputs in Fcu , Fy ...... my monitoring point are right and i can't find where is the problem ?

can you help me please & thank you so much