RAM Connection - Number of bolt rows on top flange of beam splice
Hi Everyone,For beam splice, can I specify more than 2 rows of bolts on top flange ? It looks like that RAM Connection has limitation of 2 rows of bolts only, am I right ?Thanks.
View ArticleRAM Elements and Stiffness
communities.bentley.com/.../ring8-8-Nodes.etzcommunities.bentley.com/.../ring8_5F00_2.etzSo I was analyzing a steel ring and was trying different beam sizes to see the affect of that on the different...
View ArticleRAM Connection report
Hi Team,In RAM Connection report, how can I show the software I am using is the license software? Or how can the customer know RAM Connection software is software license when they look at its...
View ArticleLIMCON connection for HSS/Angle bracing slotted with gusset and welded into...
Why LIMCON won't support connection for HSS/Angle bracing slotted with gusset and welded into corner of column and beam? Is is one of the most common bracing conneciton for pre-fabricated steel module...
View ArticleStructural Synchronizer - (revit --> SS nodes moved)
Hi,We are trying to create a microstran model from a revit file. When the Structural Synchronizer (SS) model is created, additional nodes are created at the bracing locations (Refer to attached...
View ArticleLimited displacement
Hi All,I have two columns with about 45mm gap in between under independant loadings. One column tends to deform and finally lean on the next column after 45 mm of free deformation. Does anybody have...
View Articlecantilever beam
I am getting a warning on a cantilever beam. It is saying the deflection check of that member will not be preformed as service envelope not provided. I am not sure how the fix this.Orin Ortego
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Member properties not shown in -STAAD.pro Advanced CONNECTEDITION
Hello sir,We use STAAD.PRO CONNECT EDITION,when we add member properties; we can not see properties size.refer below snap.
View Articleknown issues in StaadPro connect edition
are known issues in StaadPro connect edition have been resolved?
View ArticleACELERACIONES EN RAM ELEMENTS Y DESPLAZAMIENTOS RAM ELEMENTS 13
hola quisiera saber en que parte del analisis modal me muestra la "aceleración espectral para cada modo de vibrar de la estructura " (y las unidades) de los resultados dados por el programa para el...
View ArticleChanging Composite Action Value with Loading
I have noticed that the percent composite action of my beams changes when I vary the loading. Why is this happening? Shouldn't my composite action remain the same regardless of loading?
View ArticleRAM Steel Beam Slenderness Calculations
Hi Guys,We were having some issues with using the RAM Steel Beam Designer. We are designing to AS4100 and AS2327.1 for composite beam design.Many of the beams that we wish to check as composite are...
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Is it possible to apply the wind load perpendicular to a wall that does not...
I have a model of a portal frame that is linked a to a revit model using structural synchronizer. The structure is a substructure, this section of the building is at 10deg to the main structure....
View ArticleRAM CONNECTION - HOW TO CUSTOMIZE THE JIS B1186 F10T OR S10T BOLTS ?
Hi Sir,I would like to use JIS B1186 F10T or S10T bolts for connection design based on AISC code ? But how to customize it ? The current RAM connection version is only limited to A307, A325 and A490...
View ArticleRAM CONNECTION - STABILIZER PLATE
Hi Sir,Sometimes I will have warning of "Stabilizer plate is required" for some single plate BG connection. May I know what is stabilizer plate ?Thanks.
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RAM connection design of Fin plate
Hello,I have attached screen shot of RAM connection report about punching failure of support beam or column plate.I think RAM interpret it opposite to SCI P358 p128.I am not sure who is right?Please...
View ArticleGot this message "ERROR: MINUS AT COLUMN 16 CANNOT BE FOLLOWED BY A BLANK"...
Got this message "ERROR: MINUS AT COLUMN 16 CANNOT BE FOLLOWED BY A BLANK" when ruining STAAD with wind loads.What does it mean? Can anyone help?
View ArticleCOMPRESSION SPRING ONLY FOR UPLIFT WATER PRESSURE FOR STRUCTURE UNDERGROUND
Hi,I am modelling a box section built underground, it has to be checked for upward buoyancy load. To find the moments and shear forces I had applied compression only spring for upward load, can anyone...
View ArticleAisiBoxLip Shear Capacity
Hola, he tratado de hacer un diseño con la tabla "aisiBoxlip.leo" y no hace el diseño por cortante en el eje mayor 33. Será algún problema con la macro?. El modulo no puede calcular el "shear capacity"...
View ArticleStaad Foundation file (.SFA) cannot be opened after analysis is completed...
I had successfully performed the staad foundation analysis. However after I close the analysis and try to reopen the model using the .sfa file, it shows error message "Can not open this file as this...
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