load case
After designing a g+4 building. Columns are taking only load case 1 and not other load cases. Is the designing correct and is the building structurally sound?
View ArticleRAM Elements VMAX Hot Spot Analysis
The Surface Query box question does not address my situation. Attached are 2 files. They are identical except the "segmented" has some of the plates segmented at the wall pier locations. My...
View ArticleExporting ism.dgn from Revit 2017 to RAM Elements issue
Our office uses Ram Elements in tandem with Revit in our workflow. We have recently been attempting to update our Bentley software to work with Revit 2017. I have installed the Revit plugin...
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Unable to change Ram Concept's Structure type to "Mat Foundation" after...
Does anyone know how to set Ram Concept's Structure type to "Mat Foundation" after importing from an ETABS model?
View ArticleDesign Parameters
what define the axis of the design parameters like LY,LX,LZ,KY,KX,KZ and when to define each please help iam new to this.
View ArticleWant to Count the effect of purlin in PED steel shed design with out draw the...
Dear sir,I model a PEB shed in staad. i don't model the purlin into this staad 3d model, but in design i want to count the effect of purlin.i used AISC (ASD) method for designing. how i input the...
View Articlestaad foundation
Good day, i cant use staad foundation. when i try to do something it says " attempted an unsupported operation" and then " staad foundation mfc application has stopped working"it happened with the new...
View ArticleI am confused between the design paramenters to be used in th following file...
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 08-Jul-17END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 0 0 0; 2 0 5.75 0; 3 3.9 5.75 0; 4 3.9 0 0; 5 0 0 -7.5; 6 0 5.75 -7.5;7 3.9 5.75...
View ArticleSTAAD Foundation Advanced CONNECT Edition v8.0.1.33 - could not create xml...
When running the calculation sheet for a Mat Foundation, been getting a warning/error dialog box that read "could not create xml file for Mat foundation". The calculation sheet appears to generate...
View ArticleChilean Steel Profile Section Database
Hi Everyone,Does someone have the Chilean Steel Profile Section Database?Regards.
View ArticleRAM Frame - masses
Hello,I just started my career as a Structural Engineer and this is my first project in RAM. I have a model with 3 different roof heights along with parapets of different heights. I have the lowest...
View ArticleWind Load on Jacket
Hello, I am pretty new to Staad. I am currently modeling a jacket 28" OD with a shell 22" OD inside the jacket. They are concentric. They are both welded at the ends and the shell has periodic spacer...
View ArticleUser Defined loading type
Does "User Defined Loading Type" allowed in the latest version of Staad Pro?
View Articledesign of gantry for crane
i want to know what should we do when there is more than one crane in single span of gantry and how apply its load in staad.
View ArticleStaad Pro: Discrepancy in time-velocity results of version SS 5 and SS 6
we have modeled block with solid elements and performed time history analysis. after looking into result for select series 5 and 6 we have found that time-velocity results are not matching (for...
View ArticleMax allowable (recommended) balanced loading in bonded PT slabs
I know that ACI recommends only the min 0.7MPa prestress level. In the literature I read there is no max allowable prestress specified. It is usually recommended 1.4 to 2.5 for slabs and up to 3.6 for...
View ArticleTension-only elements in geometrically non-linear analysis
Hi,I have a model where I have modelled bracing elements as tension-only elements.I now want to run a geometrically non-linear model of the same structure. However, STAAD does not permit the use of...
View ArticleIS456 Concrete desin
Dear All,i have a small doubt regarding, the display of failed members using "Structure diagrams/design results/Show diagram (based on actual ratio)" for concrete if the section is not adequate.how to...
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Query regarding a statement
Dear sir, In a Design basis report(DBR), their is a highlighted statement "SECTION IS NOT ADEQUATE (*STAAD IS NOT ABLE TO DETAIL AS SECTION WIDTH IS SMALL & DETAILED BY DDC BASED ON R/F)". It is...
View Articleto do re-strengthening and degrading effect in staad pro
Hi, could we do re-strengthening in staad pro and degrading effect in concrete ? if we can, could you guide me how to do it ?
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