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Topic review (newest first)

5 Post by dpryl

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).

4 Post by engomargouda

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 smile

3 Post by engomargouda

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 smile

2 Post by dpryl

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.

1 Post by engomargouda

Dear all smile

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 smile & thank you so much