RE: plate stresses
If you are a SELECT user of Bentley, you can download STAAD.Pro for free from here: appsnet.bentley.com/myselectcd but download rights are needed which can be provided by your account administrator.
View ArticleRE: plate stresses
Can I send you a personal email to check if my company has SELECT account!!
View ArticleRE: plate stresses
Sure, you can send me a personal message with the details of your company. Your company's account ID number (a costumer number) would be very helpful.
View ArticleStaad.pro SS5, User Table Wide Flange - is centroid calculated correctly?
I am doing analysis for an existing structure which has some wide flange/column sections fabricated from plates, which I have created a user table for.I notice when viewing the 3D rendering, or full...
View ArticleRE: Staad.pro SS5, User Table Wide Flange - is centroid calculated correctly?
Problem solved!I added the second flange to all and they display properly now.I must have been checking a different member to the one I changed before.
View ArticleRE: Ram Footing Module
"List index out of bounds" doesn't really mean anything specific, it's the error that the Ram Elements throws when encountering any kind of missing or unexpected data. I suspect the offset columns lead...
View ArticleRE: Ram Footing Module
I am using the integrated module in RAM Elements. I realized that I can offset the column some small amount but when I increase it past a certain point then the error is triggered. However it seems odd...
View ArticleRE: Ram Footing Module
Send me your file if you can and let me know the nodes to look at, the Column location setting (I assume Other), the Distance X and Z you are using etc. I'm not able to reproduce it with my sample...
View ArticleRam Footing Module
I'm looking at designing a combined footing in the Ram Footing Module. When I offset the column C.G to the footing C.G. I receive an error that says "List index out of bounds (2)". What does this...
View ArticleRE: Crane moving load in STAAD
Can anyone please explain how can I design columns and beams from taking results from a solid model i have generated.
View ArticleCrane moving load in STAAD
Hello all. Because the manual of STAAD is not so clear about this i want to add a crane moving load in a steel structure and combine it with other loads i already applied in my model. Can someone...
View ArticleSlab design in staad pro.
Hello I'm just a beginner in staad pro. I'm trying to design a 6-storey building. After analyzing the structure i used commands option to perform concrete design. It gave me reinforcing details for...
View ArticleRE: Slab design in staad pro.
Can anyone please explain how can I design columns and beams by taking results from a solid model i have generated in staad.
View ArticleRE: Prestressed concrete bridge design.
Can anyone please explain how can I design columns and beams by taking results from a solid model i have generated in staad pro v8i.
View ArticlePrestressed concrete bridge design.
Is Prestressed concrete bridge design in AASTHO simplified method possible in staad pro? Full step by step tutorial and example file will be highly helpful.
View ArticleShear wall design
Hi friends : kinddly find the attached model of shear wall.1- despite i using mwtric unit the result of shear wall design still appear in english unit , how can i solve this ? 2- any body can help me...
View ArticleRE: Shear wall design
In this case, the design output is hardcoded in the Staad engine and cannot be changed.The results can be interpreted as :Mz in the shear wall force output represents in-plane bending force.Fxy in...
View ArticleRE: PDELTA Analysis ACI 318 Section 10.10
We presume that you are asking about considering the effects of cracking in the section properties used during the analysis. STAAD will consider the cracked section properties while calculating the...
View ArticlePDELTA Analysis ACI 318 Section 10.10
Regarding PDELTA Analysis for concrete structures, the technical reference manual states that "This analysis method will accommodate the requirements as specified in Section 10.10 of the ACI-318 Code"....
View ArticleStair Seismic Design
I've been asked to provide seismic calculations on some mezzanine stairs. I built a model of the stairs in RAM Elements, but have been having some issues trying to confirm that it is running the...
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