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Modeling column on transfer beam in RAM Frame
Hi, I'm having issue with a column that is attached to a transfer beam in RAM Frame. The deflection result appears to show that the column is not connected to the beam below and showing unrealistic...
View ArticleRAM SS Pile Foundation numbering
How do I view the pile numbers in a pile cap in RAM SS Foundation?Thank you,
View ArticleRAM DataAccess, using IModelGeometry1
I'm using the RAM DataAccess API and not sure if I am using IModelGeometry1 in the VBA macro correctly. I ultimately want to populate a table with the Support type and Support ID for every beam, for...
View ArticleDefining IBC 2012 Seismic loads in STAAD Build 21.0
I am trying to define seismic loads per IBC 2012 with the following command:DEFINE IBC 2012SS 0.162 S1 0.055 RX 2 RZ 2 I 1.5 TL 4 SCLASS 4 KX 0.75 KZ 0.75However, I get an error message when STAAD...
View Article**ERROR-CURVED MEMBER HAS LINEAR LOAD SPECIFIED. MEMB= 414
I am currently designing a curve beam and applied a linearyly varying load to it.After running for anylysis I received this error. **ERROR-CURVED MEMBER HAS LINEAR LOAD SPECIFIED. MEMB= 414Why this...
View ArticleOpenSTAAD Get Area Of Plate
I want to get the area of plates in a folded plate model one by one using OpenSTAAD macro in MVB. I wrote:'Launch OpenSTAAD Object.Set objOpenSTAAD = GetObject(, "StaadPro.OpenSTAAD")pnPlates =...
View ArticleCantilever Steel Canopy
I need to design a cantilever steel canopy , span 8.48m and width 2.2m Plese help me to calculate wind load as per ASCE 7 , I calculated qh as 0.932kN/m2 .How to choose wind pressure coefficients as...
View ArticleSeismic Definition in STAAD Pro related to the displacement
Hi Sye,I have two ways to apply seismic load to my model. The first way is to calculate all the sesimic loads and appy it to the member/joint directly as a load. The second way is to define the seismic...
View ArticleOpenSTAAD GetAllPlateCenterMoments returns only zero values
I have written a VBA macro in Excel to extract plate element moments and forces from STAAD, but am getting all zeroes from the corresponding OpenSTAAD commands (GetAllPlateCenterMoments and...
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Ram Frame Wall Base Lateral Foundation Spring
I'm trying to capture the effects of a lateral foundation spring below a concrete core wall. The foundation spring for wall bases in Ram Frame is a vertical spring only. In my current project, i have...
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Is the STP File format generated from STAAD is compatible with other software...
We have a product in which we import STP file, we have been able to import the STP without any issue till now. But when we received STP generated from STAAD from one of our clients and they are not...
View ArticleStandalone Staad.pro
How to download and install latest standalone STAAD.PRO software.Need download link for the same.In my profile page, it is going to SELECT subscription,which is not activated to me,since I have brought...
View ArticleCantilever steel canopy with balcony on top
Hi Plz check my staad file and plz suggest correction and modifications STAAD SPACE FRAMESTART JOB INFORMATIONENGINEER DATE 19-Jul-16END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 0 0...
View ArticleBentley RAM Concept V8i.01.06.00.6
Is there a version of Bentley RAM Concept V8i.01.06.00.6? where i can download if there is?
View ArticleDoes Bentley have recommendations for modeling wood shear wall stiffness in...
Does Bentley have recommendations for modeling wood shear wall stiffness in RAM SS? I am working on a concrete podium project with 4 stories of wood framing above the top concrete level. I would like...
View ArticleHow do I know whether a bridge structure has passed or failed after analysis...
How do I know whether a bridge structure has passed or failed after analysis with IRC loading?
View ArticleHow do I get reinforcement detailing of bridges after analysis in staad pro?
How do I get reinforcement detailing of bridges including piers after analysis in staad pro. Bcoz detailing of bridges is the trickiest & most difficult part.
View ArticleIs there any facility in staad pro to know the worst possible Load...
When we design a member, does staad automatically designs it for the worst load combination or I have to manually select the worst load combination for each member after careful observation?
View ArticleShear wall Building Subjected to Blast
I am trying to simulate the Ronan Point apartment tower collapse due to a gas explosion in RAM structural systems. The building system only consists of precast concrete shear walls with no beams or...
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Required Shear in Footing Design
Hi, Could you help to clarify where does the required shear(major and minor) in footing design comes from? The load combination forces report does not indicate any major or minor shear forces being...
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