RE: Conventional steel Bldg Design
The formatting for the commands is lost which is making it very time consuming to retrieve the model data. Please upload your .std file. Instructions on how to upload a file is available...
View ArticleRE: Conventional steel Bldg Design
Already uploaded the staad file above thanks Mr. Sye.
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Why STAAD.Pro dosn't show a name of axis (Example: 1, 2, 3,... A, B, ....))
Why STAAD.Pro dosn't show a name of axis (Example: 1, 2, 3,... A, B, ....))
View ArticleRE: Conventional steel Bldg Design
Sorry my net browser somehow was pasting the whole data in the body of the post and the formatting was all screwed up. Anyway I was able to download the file and took a quick look.The structure was...
View ArticleConventional steel Bldg Design
Hi! can you please help me regarding Pdelta?Im doing a design for conventional steel building and check the members with eurocode for failures.I have noticed that when using perform anlaysis and check...
View ArticleRE: How Staad Pro. can do the construction stage analysis?
Well...we need to think about structural behaviour (see my attached) at first stage and the concern is about underground box which we were working for. I think this should not be any problem for future...
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RE: How Staad Pro. can do the construction stage analysis?
Construction stage should be something similar to Figure ‘a’ in picture below. Can Staad combine solution i.e. member force, moment, joint displacement etc. of model no.1 and no.2 to represent the...
View ArticleHow Staad Pro. can do the construction stage analysis?
Hi,I have two stages of construction analysis(attached) need to be solved. I am using Staad.Pro V8i for structural analysis. How can I solve this issue by using Staad.Pro?Thanks,Pisit
View ArticleRussian Codes - Concrete Design Per SP 63.1330.2012
STAAD Pro doesn't consider Mxy for first limit state but it is required by paragraph 8.1.54.(Mx,ult - Mx)⋅(My,ult - Му) - М2xy >=0;(8.100)Mx,ult>=Mx;(8.101)My,ult >= My;(8.102)Mxy,ult >=...
View ArticleRE: Extract different stresses from staad post processing menu
Dear sir, thank you for your kind reply. i want to verify simple beam with two columns for codal verification. as per codal requirements i want to check the results of stresses in concrete and stresses...
View ArticleRE: How Staad Pro. can do the construction stage analysis?
Kasiphon : What you have shown here through the pictures can be done in STAAD.Pro. One can build the full model and for the first load case 1, declare the top portal as inactive using inactive...
View ArticleRE: Amplified first-order analysis
This is a defect in the program that we are working to correct now (Defect 371913: Amplified First-Order Elastic Analysis Method B1 Factor Not Used in Design ). The next build will have the correction....
View ArticleAmplified first-order analysis
I have a small one story 3-D structure consisting of 3 frames. I analysed it without P-Delta and designed with the Amplified first-order elastic analysis method. The design report of one of the...
View ArticleRE: Difference Between RAM and STAAD
Also keep in mind within the Ram brand of software there is Ram Elements (our general purpose FEA software most akin to STAAD.pro), but there is also our RAM Structural System software for Building...
View ArticleDifference Between RAM and STAAD
Hi, All,I have a question regarding the difference between RAM and STAAD. We have STAAD in the office. I kind of understand it's FEM software with design modules. Then I heard about RAM. I googled...
View ArticleRE: Concrete Tank in Staad
To release the moments at the edges of walls it is better to define small dummy beam elements connecting the edge nodes of the wall to the corresponding nodes in the adjacent beam or plates and apply...
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Function Option "Spectrum" in to define time history load
Hi everyone,I am going to run a spectrum analysis on the wind load manually with the time history analysis of STAAD. The purpose is to check the dynamic response of a lightweight metal frame under the...
View ArticleRE: Conventional steel Bldg Design
another question Mr. Sye isn't partial or semi rigid connection not economical compared to shear connection with additional bracing or what is your idea? please englighten with your vast knowledge thanks.
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