OpenSTAAD in Physical Workflow
I am using STAAD.Pro Connect Edition Build 21.00.02.43.I would like to know if there is a syntax for OpenSTAAD in the Physical workflow that would return the coordinates of the Physical members?We plan...
View ArticleMicrostran- Adding a double rectangular section to the section library to be...
HI,I am wondering if there is a way to add a double rectangular section to the section library to be visible in rendering in Microstran? I have tried to add a new section as (in Section Library...
View ArticleEffect P-delta for Highrise Building Againts Max Force
HiI'm lecturer in Indonesia Institute of Technology that has License Academic STAAD.Pro from Bentley.My students have studied scription about Effect P-delta for highrise building against Max Force and...
View ArticleAdding a double rectangular section to the section library to be visible in...
HI,I am wondering if there is a way to add a double rectangular section to the section library to be visible in rendering in Microstran? I have tried to add a new section as (in Section Library...
View ArticleOffset Isolated Footings
Why the offset for isolated footings is no longer available in SFA v.8.4.0.21 when using european codes?The software provides a warning message and no calculation is made.
View ArticleAre Superimposed Dead Loads added to the Mass?
Are superimposed dead loads applied in the forms of line, area, and point loads added to the mass in RAM Frame automatically or does the user need to add the dead load into the "Dead Load" AND "Mass...
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Two Slab openings
Hello,Is there a way to model two openings on both sides of a beam in RAM Modeler?The overhang of the slab is 10 inches. On the figure, the beam number is shown.
View ArticleRAM Connection BG Out of Plane Bending of Web
For BG type DA connection, with beam on one side of girder: beam is subjected to tension only load. RAM Connection does not check out of plane bending of the supporting girder due to applied tension....
View ArticleRAM Frame
I am unable to view gravity beams, columns or walls in RAM Frame. I've turned them on in the View/Members tab and they show as turned on at the ribbon, but do not on my model.Help Please?
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Reactions in graphics screen too dense to be useful
Whenever I have a large number of closely spaced supports there are so many text showing the reactions that it's just about useless. Here's a view showing what I am talking about.This is a base plate...
View ArticleISM-Revit Plugin is creating a protected file!
ISM-Revit Plugin is creating a protected file. When I try opening the .dgn file it asks for a password. Does someone know what is happening?
View ArticleIs there a way to Mirror/Reverse a Ram Structural system model?
Is there a way to Mirror/Reverse a Ram Structural system model?
View ArticlePricing for staad pro
HiOur company have decided to use connect subscription and planning to get the best deal for staadpro. There are 3 options to choose from 1.staadpro 2.staadpro advance 3.structural enterprise. I need a...
View ArticleHow to assign Member truss in Physical modeler (Staad Pro Connect Edition)
Hi,How can I assign MEMBER TRUSS in my physical modeller staad pro connect edition? as my protal frame design get instability. I wonder would it because i didnt assign my protal frame as a member...
View ArticlePurlin lapping for z section
Dear Bentley,I would like to know cold formed z section design in both STAAD Pro and Ram Element. How should I assign purlin lapping for z section in PEB warehouse design?
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How to connect Ram Element Connect Edition and Ram Connection
Dear Bentley,I have bought license configuration for Structural Enterprise Package and have installed the software form that package. The software are working properly but I have no idea how to connect...
View ArticleSFA - Mat Foundation Supported by Piles
When piles support a mat foundation in STAAD Foundation Advanced where are the top of the piles assumed to be located for flexural analysis and punching shear checks? Are they assumed to be at the...
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Facing Some Issues - STAAD.Pro CONNECT Edition (Version 21.00.02.43)
I cannot use the following functionalities which were available in the Previous version like SS6.Quick way of accessing most of the commands like 'View Selected Objects Only' by using key combinations...
View ArticleLifting Analysis : Members's parameter LY,LZ,UNL under lifting condition
Dear All,1) I have modeled a truss under lifting condition.2) Members in compression always fail since it is unrestrained during lifting stage.3) Any guide line to check members capacity during lifting...
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Slab Design by plate.
I can not add plate to this area. Im not under standing this. How to add plate here for design of slab?
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