STAAD RCDC .WHERE CAN I GET THE PRODUCT.
I have a problem of detailing from staad pro. But I learnt staad rcdc can help but i do not have the product.Please could someone help.Â
View ArticleDIFFERENCE IN STAAD ADVANCE CONCRETE DESIGN AND STAAD PRO.V8i
What is the difference between designing a concrete structure in staad advance concrete design and in staad pro.V8i.Thank you.
View ArticleBUILDING PLANNER IN STAAD PRO.V8i
please could someone model a structure in staad pro. with the building planner window.Thank you.
View ArticleSTAAD Foundation
Hi guyscould anyone please till me if is it possible to make an inclined piles in STAAD Foundation?thanks a lot
View ArticleExcel macro cant get results when multiple staad files are open
I have written an excel macro to get results from selected plates in staad. Â When there are two staad files open at the same time excel gets results from one of them (probably the one which was opened...
View ArticleDisplacements on a SURFACE Element
Hello,Is there a way to get displacements (any point) on a SURFACE element?Thanks,Dennis
View Articletendon out of trimmed section
A depression is added to a slab. It takes up most of the design strip. Due to shear reinforcing added where it shouldn't be, the design strip in the picture was trimmed with "Slab Rectangle". This...
View Articleerror in staad
Hello, I am getting strange error in staad. Never happened this before. For same load case, different values are displayed in main window and properties window (the one you get by double clicking the...
View Articleerror message comes. "IS BADLY SHAPED, WARPED, NOT CONVEX OR NOT NUMBERED...
i was designing a water tank and after analyzing  the design this error message comes. "IS BADLY SHAPED, WARPED, NOT CONVEX OR NOT NUMBERED COUNTER CLOCKWISE". What can i do to solve this?
View ArticleTIE BEAM DESIGN
Hello All,I already design my tie beam and assigned multiple segments and define spring supports simulating soil at the segment nodes.When I export this file to staad foundation it shows a strap...
View ArticleAN ERROR IN STAAD
Hi,Can you please tell me what does this error mean, "ERROR - NO DEFINE DIRECT DATA ENTERED. What do we do to not to display above error?Thank you.
View ArticleHOW TO GET PLATE REINFORCEMENT DETAIL
Helo . I made a water tank design and after analysis i got reinforcement details for beams and column but i could not get detail for walls and slabs . can you please help me how i would get the slab...
View ArticleFlange & web bolted splice connection
Dear Moderator,I am trying to design flange & web bolted splice connection for beam continuation as per BS/AISC.Is ii supported with those 2 standards in the STAAD - RAM connection...
View ArticleBeam utility for each load comb
Dear Moderator,Is it possible to see utility ratio of the beam for each load combination not just for the worst case?Regards,
View ArticleWarnings in Different Language
I've installed the English version of RAM Elements. But, whenever there are warnings after running analysis the language used for the 'warnings' is not English. How can this be corrected?
View ArticleRAM Elements - Plastic Hinge and RBS Parameters
In steel design spreadsheet under Members tab, there are two tools for seismic design namely the 'Plastic Hinge' and 'RBS parameters. However, I couldn't find any topic about the two in the help menu...
View ArticleTruss member of STAAD and the instability problems
Hello everyone,I am modeling a steel frame stand for holding a heavy steam casing. This stand will be used inside a factory, therefore only dead load and seismic load are analyzed. The profile of the...
View ArticleThe difference from Text book and Staad Pro in . Would you give some advice.
Dear Members,With reference to the above subject, would you please review my problem as described as followings:We are trying to check the difference between the text book and Staad pro (expectation is...
View Articlercc design error
When I am Designing this building by interactive design in the result I have found that for a column subjected to load and moment which is lower than the column below more reinforcement is being used...
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