RE: STAAD.Pro SLAB Design & report analysis
Dear Support, Can you guide me on above issue?
View ArticleRE: STAAD.Pro SLAB Design & report analysis
Hi Pramit, There is an excellent wiki article on STAAD.Pro element design:communities.bentley.com/.../2048 Also, you may find a better option to design a slab in RC Designer which has IS456 code...
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STAAD.Pro SLAB Design & report analysis
Dear Support,Below is the STAAD Editor file of a 3M X 3M X 0.2M Slab Design by using IS 456:2000:Below are my questions:1.Plz refer attached image file below & I want to understand how we can...
View ArticleRE: How to design concrete and steel in one file AND why do my truss members...
The model you have prepared need some further review. In case you comment out all the member specifications - like member truss or member release, then after analysis in some nodes the nodal...
View ArticleHow to design concrete and steel in one file AND why do my truss members fail?
Hello, all!I'm new to the world of STAAD and have been teaching myself the past 3 months for my ongoing senior design project. I've ran into the ground on a couple aspects and can't seem to figure them...
View ArticleRE: tapered section
Can you please upload the STAAD input file (.std) so that we can have a detailed look.
View Articletapered section
Dear Sir, i MA HAVING STAADV8I SELECT 5 SERIES , I NEED TO design rafter or plate girder as per Indian code , something different then built up library in staad ( web n flange thickness is of...
View ArticleRE: why select series 6 is giving different design ratio than select series 5?
Some of the differences are due to old bugs being fixed, and some are due to bugs that present in the version the user is running. They have been fixed in 20.07.11.70.
View Articlewhy select series 6 is giving different design ratio than select series 5?
select series 6 is giving different design ratio than select series 5. I am attaching the staad input file can any one can help me in this regard.STAAD SPACESTART JOB INFORMATIONENGINEER DATE...
View ArticleRE: ERROR: NOT ALL JOINTS SPECIFIED IN ABOVE SURFACE INCIDENCES ARE COPLANAR
So you are saying I should use IGNORE STIFFNESS? If only plate loads applied are considered then wouldn't it be a problem, since I have point loads applying the tension to the structure
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RE: WARNING
You have 3 structures which are not connected to each other in the same model. If you go to Tools > Check Multiple Structures, you will be able to see a list. Click on these one by one and each...
View ArticleWARNING
Sir,I am facing 3 warnings in Staad pro during analysis. One is 'STRICTURE IS DISJOITED IGNORE IF......' and the other warning is '**WARNING-FX FY FZ wind forces: 1.8114E+00 0.0000E+00 0.0000E+00 ......
View ArticleRE: error message : DATA SHOULD FOLLOW AFTER CONSTANT COMMAND and not any...
Thanks Bala. Please do contribute to the Bentley community whenever you can. We would like to support our global user base through the Bentley community and contribution from users and colleagues are...
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RE: Single angle design for compression in STAAD.Pro appears incorrect
Just wanted to let you know that I have referred the matter to our development desk for review. I designed the member in the latest 20.07.11.70 version of the software, and STAAD.Pro does calculate the...
View ArticleSingle angle design for compression in STAAD.Pro appears incorrect
I have a L80607 truss member that fails by a ratio of 1.36 under a compression force of 33.0 kips, using the AISC 360-10 ASD code. The KL/R ratio listed in the output is 148.9, which for A36 steel...
View ArticleRAM Foundation - Design Codes
HiCan RAM foundation design foundations as per the Indian Codes. Also let me know the structural components that it can design and where I can get more information on the same.RegardsSriprakash
View ArticleRAM CONNECTION
I have some questions for RAM Connection within STAADPro V8i.Currently, I'm using STAAD.Pro V8i (SELECTseries 6) 20.07.11.331. In RAM Connection Stand alone software, we can combine moment and shear...
View ArticleRE: Staad.Pro simple tower problem
Hi Alvin, You can simply drag the VBS "A Simple Tower" from left pane to right window (with large XYZ axes) and drop - then the edit dimensions window pops up. Change as necessary and close the...
View ArticleRE: Staad.Pro simple tower problem
Hi Andrej, all of the models are working except for the VBS models ,,.. tried double clicking it , I tried dragging it , And also tried copying the file from another computer which works perfectly but...
View ArticleStaad.Pro simple tower problem
Hi I would like to ask something , I have this problem with the structure wizard particularly with the "Simple Tower" it wont work ,I Tried to copy the file from the other working tower file , it still...
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