Von Mises stress with Eurocode EN 1993-1-1:2005
How can I calculate Von Mises stress for Steel construction? I'm using Eurocode EN 1993-1-1:2005.Regards Waleed Khalid
View ArticleRE: Pile-Soil interaction for offshore structures
The solution provided by Kris is applicable for STAAD.Pro. In addition Bentley has a foundation analysis and design software called STAAD.Foundation Advanced which has a Drilled/Driven foundation...
View ArticleStatic analysis gives higher displacements compared to dynamic analysis, need...
Static analysis gave 373mm displacement for same base shear. compared to 188 mm iin dynamic analysis , can somebody tell me whyThankyou in advance
View ArticleRE: Pile-Soil interaction for offshore structures
Kiris / Sye,I had a look at the You Tube video for STAAD-Foundation Advanced this last night and it does look to answer part of my requirements. However, it is unclear whether you can export the P-Y...
View ArticleRE: Bently Structural Analysis, Design and Documentation Suite
You can use STAAD.Pro for analysis and design of steel/concrete structures ( superstructure ). For the foundation design, you will need STAAD.Foundation Advanced which is integrated with STAAD.Pro...
View ArticleRE: Book / tutorial on Seismic analysis of steel structure using STAADPro
While there are about half a dozen books on STAAD.Pro by various authors, two of them are published by Bentley....
View ArticleRE: Pile-Soil interaction for offshore structures
You do not need to export the PY curves or spring stiffness back to STAAD.Pro. STAAD.Foundation Advanced is able to generate the nonlinear springs and carry out a nonlinear analysis of the pile by...
View ArticleBook / tutorial on Seismic analysis of steel structure using STAADPro
HiI am a beginner. Will someone suggest a book on Seismic analysis of steel structure using STAADProTIA
View ArticleRE: Bently Structural Analysis, Design and Documentation Suite
Hi Sye,Thank you for the response. Will I need any other software to assist with the inferface between STAAD.Pro and Prostructures? For the drawing generation I don't need AECOsim for that?...
View ArticleRE: Bently Structural Analysis, Design and Documentation Suite
You'll need the Structural Synchronizer (aka ISM) for integration of STAAD.pro and Prostructures only. It's free, and you'll find some info here:...
View ArticleBently Structural Analysis, Design and Documentation Suite
Hi, I am new to the Bentley Structural design environment. I have STAAD.Pro V8i Select series and I was wondering what other packages do I need to build from what I have to complete suite where I can...
View ArticleRE: Static analysis gives higher displacements compared to dynamic analysis,...
IS:1893 (Part-I)- 2002 code has a specific guideline for the buildings. The code has a special guideline on using lower bound Time Period to be used in the design. Based on HEHRP documentation on the...
View ArticleRE: How to view cross sections
From the View menu, choose 3D Rendering. To set the parameters, right click on the drawing area and select the appropriate option, such as, Change Entity color.
View ArticleHow to view cross sections
HiI'm working with steel structure with many beams and columns. How can I view the cross section for every beam and column?I'm using Staad pro V8iThanksRegardsWaleed
View ArticleRE: Run Time for AISC 360-10 Vs AISC 360-05
Hi Mahesh,A new version of STAAD.Pro - Build 20.07.10.64 - was released earlier this month. It has the correction for this.
View ArticleRun Time for AISC 360-10 Vs AISC 360-05
When we do steel design using AISC 360-05 the run time was 262secs, when the same file run using AISC 360-10 for steel design it takes 3832secs. Can you please clarify and advice to over come the long...
View ArticleRE: RAM Connection and RAM Elements
I solved my own issue by forcing RAM Elements to retrieve a connection license. Seems like a backwards way to integrate the two programs
View ArticleRE: RAM Connection and RAM Elements
There are those that want to restrict the Ram Connection usage, for example those users that only have one copy of Ram Connection but two copies of Ram Elements, so we added the opt-in setting for...
View ArticleRE: RAM Concept Deflections and ACI Deflection Limits
Thank you for the post. I will update the wiki to reference the Dead + Balance LC.The document was written with a focus on conventionally reinforced slabs and not post-tensioned slabs. If there are no...
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