RE: Staad Pro: Rotation
Thanks for the information, it does work. however, how can I set my Cartesian coordinates to start from my first node and also makes my first node to . the reason being I'm trying to get the CoG for my...
View ArticleRE: Seismic Analysis
In order to perform an equivalent static analysis, one has to follow a code. The code provides you with some basic informations like- Elastic or inelastic response spectra, some empirical formula to...
View ArticleRE: sign convention
I don't think there is any switch for the sign convention in STAAD.pro. This wiki (item 7) is a good reference.communities.bentley.com/.../2041.staad-pro-postprocessing-faq.aspx
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RE: Reg Ram Connection
In this model, the moment end plate (top flange) is working under compression forces, that’s the reason why the verification of “Flexural yielding” and “No prying bolt moment strength” report Demand...
View ArticleReg Ram Connection
Hello everyone,I am just trying to make a haunch moment connection. I had difficulties finding the demand values for some checks done. I've attached those in pdf. If you could clarify me in this issue,...
View ArticleAccidental torsión, respond spectrum
The Venezuelan standard calls, when seismic forces are analyse the engineer have to take in account the accidental torsión with an excentricity of 6% of the story, we use the Venezuelan respond...
View ArticleAccidental Torsión Respond Spectrum
The Venezuelan standard calls, when seismic forces are analyse the engineer have to take in account the accidental torsión with an excentricity of 6% of the story, we use the Venezuelan respond...
View ArticleRE: STATIC AND DYNAMIC ANALYSIS OF STRUCTURE
Sir, can you please attached an example using american codes. tnx
View ArticleRE: Staad Pro: Rotation
Not sure if I understand your question.Assuming that your first node is numbered 1 and has coordinates of say (7,3.5,2), are you wanting to shift all the joints of the structure in such a way that node...
View ArticleStaad Pro: Rotation
hello,I would appreciate if someone could help me. I have an existing steel rail that's is modelled as standing upright. however, I want to rotate the whole frame to lie flat in horizontal X direction...
View ArticleCombatibilty Issues between STAAD PRO V8i SELECT SERIES 4 and STAAD OFFSHORE.
dear friends, we are facing big combatibilty issues between STAAD PRO & STAAD OFFSHORE. some of the use facilities available in staad pro is not at all regonized by STAAD OFFSHORE....
View ArticleRE: Combatibilty Issues between STAAD PRO V8i SELECT SERIES 4 and STAAD...
We have identified the issue with regard to some section properties not being recognised by STAAD.Offshore. These are sections that are classified as HSS, hollow structural sections, rather than PIPE....
View ArticleRE: Gravity tilt & Load factor in Staad offshore
As you see, gravity tilt is an option for all cases. To include it with both gravity/tilt included and excluded, then set it up once for say Not included starting at loc case 1000, run the transport...
View ArticleGravity tilt & Load factor in Staad offshore
Dear friends In Staad offshore we have option to include gravity load effect by clicking Gravity tilt. My question is can we able to consider Gravity tilt for few load case...
View ArticleAnalysis of Dual System with Intermediate Moment Frame
I have a concrete building with a seismic force-resisting system consisting of a dual-system with intermediate moment frame (ordinary reinforced concrete shear walls). When analyzing this model in RAM...
View ArticleSolid Mashing in STAAD.Pro
Hello,I'm using STAAD.Pro SS4 version 20.07.09.31How can I create a solid mashing (outside the structural wizard)? I cannot find this command.Looking forward hearing from you.RegardsAlex Bekker
View ArticleRE: Solid Mashing in STAAD.Pro
Hi,There is a similar discussion atcommunities.bentley.com/.../207488.aspx
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RE: Accidental Torsión Respond Spectrum
If you are using Response Spectrum analysis, the methodology of the analysis remains the same for any code. The main difference that you observe in different code is the Response Spectrum data that is...
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