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Missing Objects Browser and action buttons in Synchronizer CONNECT Edtion 2
I installed the new Synchronizer CONNECT Edtion 2 and I am not able change the change view layout, see bellow:There is no Object Browser and Actions buttons:I had already to pull down the menu, but it...
View ArticleRAM Connection - Stiffened Seat Connection
I'm looking at designing a very typical bolted/welded stiffened seated connection using RAM Connection. In doing so, I'm seeing some unexpected calculations regarding the weld capacity, namely a...
View ArticleSI unit to MKS unit (after finish modeling)
Hello,I have a question regarding unit change.The problems is,,I already set all the staad files with SI unit (AISC ASD 89 code).But my customer(reviewer) requested to change the SI unit to MKs unit...
View ArticleDuplicate node/beam in Staad Connect.
Hi,Please let me know how to check duplicate node/beams in Staad Connect Edition? There is no option like Tools - Check Duplicate like Staad V8i. Please help.Regards,Uttam
View ArticleQuestion regarding the value of Ct as per UBC 1997
From the STAAD technical reference, section 5.31.2.1 UBC 1997 Load Definition"Ct< 0.42 if the units are in feet, and Ct> 0.42 if the units are in meter."From UBC 1997WHERE:Ct = 0.035 (0.0853) for...
View ArticleRAM SS Frame unable to select members using View/Update Command after design.
I am having trouble using View/Update in RAM Frame. I cannot select members in 3D, Plan, or Elevation view. Only certain members are able to be selected to view/update, but not nearly all of them....
View ArticleAxial Force in Tension Only Members - Graphical Display
I am analysing a plate steel truss where I have assumed that the diagonal members are tension only. When I go into Postprocessing and choose to display Fx, it shows small triangles at the ends of each...
View Articleload combinations using user tools for Eurocode
hi I have questions about the eurocode combinations created by the user tool facility within staad.I am wondering if there is an example to verify what scenarios are considered when combinations are...
View Articlestaad facilities
Hi i am needing some docs to get me going with these:1. staad user tools (hammer sign)2. staad macro (I specially need this to copy staad generated combos and paste them in excel and remove their title...
View ArticleHow do I generate different loads on bridges apart from IRC class loads in...
How to generate different other loads like buoyancy, temperature, centrifugal load on bridges in staad?
View ArticleHow to support a cross beam over a girder beam such that bottom of cross beam...
How to support a cross beam over a girder beam such that bottom of cross beam rests just over the top of girder beam in staad?
View ArticleHow do I design a bridge pier in staad?
How do I design a bridge pier in staad including pier cap?
View ArticleHow do I create a double steel IS angle in staad?
How do I create a double steel IS angle in staad?
View ArticleWhat is the purpose of meshing of plate/surface in staad?
What is the purpose of meshing of plate/surface in staad. Please elaborate?
View ArticleWhen we design a truss, does staad automatically provides the required...
When we design a truss, does staad automatically provides the required optimum size of truss members?
View ArticleRAM Elements - Analysis Results Options
In RAM Elements, what is the relationship between V12, V23, Vmax, and S for an analysis that uses shells and what are each used for? Similarly, what is the relationship between M11, M22, M33, M, and...
View ArticleSTAAD Foundation Advanced- Loads from STAAD.Pro
I would like to model a mat foundation in STAAD Foundation Advanced using the loads/reactions from the model in STAAD.Pro CE. I exported all the reactions from STAAD.Pro which came from repeat load...
View ArticleWheb 2 concrete beams intersect eachother how do I make sure that which...
When 2 concrete beams intersect eachother how do I make sure that which particular beam rests over the other one. Is there any command in staad to do so?
View Articlewhen 2 beams intersect eachother is it necessary to use intersect command or...
Secondly, when 2 beams intersect eachother is it necessary to use intersect command or firstly. Create a node on one of the beams & joing the second beam with it?
View ArticleRAM Elements Distributed loads from areas not applying to beams, but only for...
RAM Elements Distributed loads from areas not applying to beams, but only for certain loads. i.e. dead load works fine live load not working and the only difference is the pressure value. All the loads...
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