Staad Pro Connect stop working- cannot open saved file
Hi..I have problem to open saved file. Staad Pro Connect stop working when Open Other Models selected.How to fix this.
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RC Designer -shear design
I am attaching a snapshot of the detailed design report of a column in shearIt seems that the strut capacity Vrdmax is used instead of the shear action Ved to calculate the requirement in shear...
View ArticleSTAR ANGLE IN BS5950 of STAAD SELECT SERIES 6 20.07.11.90
Hai,I am not able to design the star angle in BS code in Latest version of STAAD and also with section wizard files design is not performed. Please help me out.
View ArticleGENERACION DE MASAS EN MUROS DE CONCRETO RAM ELEMENTS 13
Hola, al colocar diafragmas rigidos en cada piso y teniendo la estructura muros de concreto, observo que al generar masas éstas no toman en cuenta la masa de los muros, ya que al realizar el metrado de...
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RAM Frame: Two story shears at each level
Hello,I have a RAM Frame model with a rigid diaphragm and braced and moment frames. I my model shows two building story shears at each level (for both wind and seismic load cases). I don't have any...
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RAM Frame: Change in Frame Story Shear
Hello,I have a RAM Frame model with a rigid diaphragm and braced and moment frames. When I view Frame Story Shear (change in frame shears) I'm seeing the shears switch directions up and down the...
View ArticleFixed biaxial BP EN
Hello forum,For design base plate according to eurocode fixed about both axis, I made selection Fixed biaxial BP EN.But when i went to its results, there were no moment check in the report or not a...
View Articleprint centre of gravity for selected members only
HiHow to print centre of gravity for selected members only if you would like to exclude certain members without making them 'INACTIVE'.Also, how to select few loads only which are desired to be...
View ArticleBase Shear in RAM Structural
Is there a base shear output in RSS, either on screen or in a report? I see the Building Story Shears report listing the story shears by either load case or load combo, but I don't see anything...
View ArticleModeling "Vintage" Concrete Building in RAM
I'm getting ready to start a project that is the analysis of a 12 story existing concrete building for gravity and seismic capacity and adequacy. The building was built in 1948, so the concrete and...
View ArticleCalculation of Znet for flexural rupture in RAM Connection
I am checking a section for flexural rupture [AISC (9-4)] and I am coming up with a different net plastic section modulus than what RAM Connection shows. I believe RAM is taking the gross plastic...
View ArticleRun time for Steel check extremely long
My model takes very long time when running steel check. I checked older posts and tried to separate load list, however if does not change the time it takes to run code check. Advanced analysis plus...
View ArticleALUMINIUM DESIGN
DEAR SIR,I WANT TO DESIGN A PERGOLA WHICH IS MADE BY ALUMINIUM.PLEASE TELL ME HOW TO DESIGN ALUMINIUM TUBE IN STAD PRO.STAAD SPACESTART JOB INFORMATIONENGINEER DATE 21-Aug-16END JOB INFORMATIONINPUT...
View ArticleALUMINIUM DESIGN
DEAR SIR, I AM DESIGNING A PERGOLA WHICH IS MADE OF STEEL AND ALUMINIUM . PLEASE TELL ME HOW TO DESIGN ALUMINIUM IN STAD PRO.FOR ALUMINIUM IN THE MATERIAL SECTION THE VALUE OF...
View ArticleHow to add Different floor load in Same Floor plan.
in my model I want to assigned different load in Same floor..eg.For Utility Room=2000Kg/mand For Operation room=4500Kg/m& so on.Please suggest.RegardsSandesh
View ArticlePunching shear check
SFA doesn't consider the contribution of the supporting soil for punching shear checks?I mean what happens if the foundation is on rock?
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how can I model a slab beam connection such that the load on the slab is...
the deflection of the slab (picture attached) shows the slab as a single span, however i want the slab to be spanned at as dimensioned. How do i go about it.
View ArticleSpring constants application-Staad
Dear all, Currently i am modelling tunnel lining for a project in Staad Pro. This requires the application of compression springs both on sides as well as invert. i have doubts regarding direction of...
View ArticleCompression springs-Staad pro
Dear all,i have some doubts regarding allocation of compression springs in the Staad model. My model essentially consists of an invert floor with vertical sidewalls and i need to provide compression...
View ArticleAnalysis error **ERROR: MINUS AT COLUMN 15 CANNOT BE FOLLOWED BY A BLANK**
How do you fix an analysis error **ERROR: MINUS AT COLUMN 15 CANNOT BE FOLLOWED BY A BLANK**??? This appears after the DEFINE WIND LOAD line in my input file.Section of my STAAD input:210. DEFINE...
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