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RE: NCH CODE
Please have a look into the following available seismic codes in STAAD.Pro for static and Response Spectrum analysis.You can input the code specified Response Spectrum data in STAAD as a custom...
View ArticleRE: NCH CODE
We have already posted an enhancement request. The request reference number is Enhancement 496447.
View ArticleNCH CODE
We are doing a project in Chile and wanted to submit the seismic support structure calculations based on Chilean code NCH2369. But the same is not built in our staad pro software available with us. Can...
View ArticleRE: Unique Condition at EOS Modeling Advice
Seth, Thanks for the quick response. I implemented your suggestion and am getting reasonable results now. I had another question, is there are reason the shear resistance is calculated using a cracked...
View ArticleRE: Design output is not correct for Pipe PIP section
Its AISC 360-10STAADSPACESKIDSINPTWIDTH79UNITFEETKIPJOINTCOORDINATES123.8500; 227.3400; 323.8503.16; 425.8403.16; 527.3403.16;623.8504.55; 725.8404.55; 827.3404.55; 923.8506.16;1025.8406.16;...
View ArticleRE: Unique Condition at EOS Modeling Advice
Seth, A couple other things have risen up during my modeling and I have additional questions. 1. I have the model created and have the EOS extending over the wall to the wall centerline but Ram Concept...
View ArticleRE: Need some help understanding mass modeling for modal analysis in Staadpro
Yes you should model the total weight due to the crusher and apply these in ALL 3 directions when you are doing the mass modeling.
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RE: Ram Elements Wall Module
There is a "Consider Revel" option in the Advanced Options dialog in the Tilt-up Wall module. See below. There is not an option for this in the concrete wall module.
View ArticleRam Elements Wall Module
Is there a way to apply recesses to concrete tilt-up wall (or shearwall) in the Ram Elements wall module?
View ArticleRE: Why Staad.Foundation.Advanced does not carry out pilecap design in...
This functionality is currently not available for Euro code but there is an enhancement request ( id# 496677 ) for this and we will get this implemented in future versions of the product.
View ArticleWhy Staad.Foundation.Advanced does not carry out pilecap design in accordance...
While Staad.Foundation.Advanced is capable in designing the isolated, mat and combined footing design in accordance with Eurocode, it does not have the function to design pile cap in accordance with...
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RE: Unique Condition at EOS Modeling Advice
In the cracked section analysis, the effective depth is calculated as the distance from the extreme compression fiber to the resultant tension force. This approach follows truss theory for shear...
View ArticleRE: Unique Condition at EOS Modeling Advice
Please share your model using the Secure File Upload link on the bottom of the page and then post a message here to confirm the upload. We will review the model and get back to you with answers to your...
View ArticleRE: Signed Response Spectrum
Also just for the records, the defect has been logged with id# 330066 in our bug tracking system.
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Signed Response Spectrum
When I am using the 'Signed Response Spectrum' command, next to the "Mode No." there is a check box with option "Signed". Can someone please explain the use of this checkbox ie when to use it and how...
View ArticleRE: Unique Condition at EOS Modeling Advice
The file was uploaded. The design strips are still a work in progress as I barely started modeling the full structure yesterday. The main area of interest would be the section to the right, but any...
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Unique Condition at EOS Modeling Advice
I was wondering if I could get some advice on modeling this particular situation in the attached image.The slab extends to the edge of the wall when it is over a wall, but between walls the EOS stops...
View ArticleRE: Need some help understanding mass modeling for modal analysis in Staadpro
If I understand correctly, you're referring to the actual physical WEIGHT of the crusher (which is converted to mass internally), NOT the "dynamic" loads provided by the manufacturer, correct? For...
View ArticleRE: Need some help understanding mass modeling for modal analysis in Staadpro
Your understanding is correct.
View ArticleRE: Need some help understanding mass modeling for modal analysis in Staadpro
Thank you for your help!
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