STAAD Pro Connect Edition Installation Failure
I am able to install this application on Windows 10 machines with 1703 but not 1709. During the CONNECTION CLIENT 10.19 portion of the installation the installer fails when registering a Visual C++...
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RAM Frame Lateral Load Distribution
I've read the portion of the RAM Frame manual that talks about how lateral loads are distributed for the different diaphragm types, however, I'm currently analyzing a model for which I can't make sense...
View Articleunidades en output file
hola, recién he instalado la actualización del STAAD.Pro CONNECT y los resultados de revisión de acero AISC me da las unidades en pulgadas pie, como le hago para que me de los resultados en Mton y m?...
View ArticleRAM model covert to Revit
I installed Structural Synchronizer and ISM Revit Plug-in to convert my RAM model into Revit, and everything looks fine but all the grid line labels are missing. How do I solve this issue? Thank you.
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Plate stresses in beam web
Hello, I am trying to understand plate stresses and to do that I have modeled what would be a beam web. The beam is 10m long and its section is 1m high x 0.01m thick. The beam has a load of 100kN in...
View ArticleSynchronize Ram ConCept to ProStructures and Tekla
Hi All,How I can link or synchronize rebar post tensioning from Ram Concept to ProStructures and Tekla Structures?Thanks All
View ArticleError in wind definitions
Hello guys, I've only been using staad recently so I don't have much know how to use it, may you please guide me throcommunities.bentley.com/.../dar.stdugh my project. I will attach the file I'm...
View ArticleUse of UNB & UNT
Dear Sir,please find below staad file where main member (W21X83) has breaks in many parts horizontally with web at middle. please confirm in this case should I define UNT & UNB. Should I define UNB...
View ArticleMulti-Linear Spring to simulate an air-gap
I am trying to model a shipping container that is pinned at 3 of the 4 corners. I want the 4th corner to be able to deflect up to 20mm before coming into contact with the ground.I have pinned corners...
View ArticleDevelopments lengths in RAM Concept
I am struggling to get anchorage lengths to work in RAM concept.I understand that when calculating if L or hook anchorages are adequate, RAM checks if there is sufficient space to incorporate a L bar...
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Varying Deck Elevations
I have a building that is mostly two stories with a connected one story area; the two areas are structurally connected so it is preferred that they are modeled together.The one story area has a sloped...
View ArticleStaad Pro - Concrete Column Ties
In the concrete design output for columns, how does Staad Pro deteriming the column tie size and spacing? I cannot find any information on this in the technical reference.
View ArticleBeam Failure
Hi Everyone, I'm facing beam failure warnings for my stilt+10 regular building which is designed for earthquake forces using joint weight response spectrum. Please help me with this. I'm...
View ArticleIntermediate Tendon Elevations
Hi,Is there a way to export (.dwg) or view tendon profile elevations at intervals between the high and low points that have been specified by the user?Thanks
View ArticleServiceability & Strength Result Combine
Hello,When analizing LOAD LIST ENV 1, 2 together, I have warning message as below ;" **WARNING- Deflection check of member # XX will not be performed as DFF value not provided. "(XX is member No....
View Articlethere are errors which m not understanding . kindly help
communities.bentley.com/.../0284.steel.std
View ArticleDeflection exceeds limits
I've designed a pedestrian bridge on STAAD and the sections seems ok. But now I have trouble with my deflection limits for Serviceability and Drift.Serviceability Deflections should be limited to L/300...
View Article**ERROR- JOINT COMMAND ENTERED OUT OF ORDER.
Can u pls help me out to remove above cited error in subject when load is defined as follow :DEFINE 1893 LOADZONE 0.1 RF 5 I 1.5 SS 1 DM 0.05SELFWEIGHT 1 MEMBER WEIGHT17 TO 20 UNI 0.5JOINT WEIGHT13...
View ArticleSTAAD profile assignment to members.
I have assigned profiles to members, i.e. members 1 to 10 W8x15. I also designate material, elasticity content for W8x15. This syntax, when written in input, will show something like 1 to 10 W8x15....
View ArticleWARNING:Section fails while designing section
Hi Guys, I'm facing a warning saying that section fails while designing due to shear. Please give me any solutions to overcome this shear failure in beams.
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