Track 2 / Track 4 / Member selection
Hello,I would like answer you about the command MEMBER SELECTION using Track 2 (stress) and Track 4 (serviceability) commands for EurocodeI know make a perform analysis checking serviceabily and...
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RE: IN STAAD FOUNDATION. ADV. , in scheduled drawing , there is no option to...
In the scheduled drawing, you have the options that are shown below.If you want to have few more options, as mentioned, you can use "save Drawing as" tab to save the model in dxf or .dwg format which...
View ArticleIN STAAD FOUNDATION. ADV. , in scheduled drawing , there is no option to...
IN STAAD FOUNDATION. ADV. , in scheduled drawing , there is no option to enter values of checked by ,approved by , drawing no. , approved by etc. there is no option to do so even in " project info....
View ArticleDeck slab beam's parameters
i am designing a deck slab supported by steel beams STAAD PRO. i am pretty sure that Ly and UNT values is not the full length of the beams. so what is the recommended values? or should i use the...
View ArticleStaad - How to specify material of built-up section
Hello Forum,I have created a 3-plate built-up section (T_) by specifying Profile Points instead of creating the .UPT file through the section wizard.I am aware that by using the section wizard the...
View ArticleRE: RAM Concept - creep factor according to AS3600
Further to the above discussion, I have a couple of extra questions regarding the RAM ECR/Load History parameters. 1) The RAM Manual describes the Creep factor = Total Strain / Elastic Strain =...
View ArticleRAM Concept - creep factor according to AS3600
In the manual it says that according to ACI average final creep factor is 3.35 which is different for AS3600 where creep for F'c 40 MPa 200 thick slab in temperate environment is 2.23. The difference...
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RE: Cable Section Property
Dear MadhanThank you for your help and attentionMay I ask for you...could I have Staad Advance Analysis Plus Engine, just for me. So if my students need it they must use my laptop.But if this request...
View ArticleCable Section Property
Introduce me Abrar as lecturer Indonesia Institute and administrator of license academic of Staad.Pro.I have problem about Cable Section property. My students write the scription about Arch Bridge and...
View ArticleRE: STAAD.Pro Error TOTAL JOINT/ELEMENT LIMITS EXCEED WHILE CREATING SURFACE
Please refer to the following postcommunities.bentley.com/.../22310.error-total-jointelement-limits-exceeded-while-creating-surface
View ArticleRE: multistory building
I tried analysing this model with SET DIV 4 command before surface incidence command. Each side of the surfaces are divided into 4 parts. The internal elements generated with this command will produce...
View Articlemultistory building
Hi,I am attempting to set up a 3D model of a structure I am designing. I have modelled 9 floors but when I did run an analysis on STAAD,its taking more than 20 hours.Then also am not getting the...
View ArticleRE: STAAD.Pro Error TOTAL JOINT/ELEMENT LIMITS EXCEED WHILE CREATING SURFACE
I would suggest you to decrease the number of internal elements generated for surfaces by using SET DIV 4 command before joint co-ordinate command. You can upload the model.
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STAAD.Pro Error TOTAL JOINT/ELEMENT LIMITS EXCEED WHILE CREATING SURFACE
How to overcome the following error in staad.pro ?Please help.Thanks in advance.
View ArticleRE: Mass source in Response spectrum WARNING MESSAGES !!!
Regarding the case(1), This one was an an issue in the Euro code based design in the previous version of Staad. Could you please us know of the exact version number and the design code you are using?
View ArticleRE: problem with analyzing the structure
Few observations regarding your model - 1. You have not entered any Analysis Command. Add Perform Analysis command before the Finish command. 2. Material properties and section properties are not...
View Articleproblem with analyzing the structure
can anyone please help me what my error is and help me to rectify it please....[View:/cfs-file/__key/communityserver-discussions-components-files/5932/DFDFDF.std:940:0]
View ArticleRE: Deflection in the rafters.
respected sir, If i am not incorporating DFF, DJ1, DJ2 parameters, to check the deflection i should look into Local deflection not in the global deflection.And the color coding for the local axis is...
View ArticleRE: Column Reinforcement Arrangement in BS coe
The reason I cant design the column in STAAD is the width is only 250 mm and since I am getting more reinforcement,since STAAD can't distribute the bars equally on all sides it is showing column as...
View ArticleColumn Reinforcement Arrangement in BS coe
Dear STAAD users, I am designing columns in a villa in STAAD (using BS-8110).Due to wall thickness the width of column is restricted in STAAD.When I am using the concrete design module to design the...
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