StaadPro.OpenSTAAD not working in select series 6
Set objOpenSTAAD = GetObject(strFileName, "StaadPro.OpenSTAAD") it is not working
View ArticleONEWAY LOAD WITH TOWARDS not working with Reference Load command, it creates...
ONEWAY LOAD WITH TOWARDS not working wirh Reference Load command, it creates a syntax error message when analysis is performed...ONEWAY LOAD_OWS ONE -4.8 GY TOWARDS 1005Any solution?
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Modeling advice (Beam on Wheel)
Hi all,I've a structure to analyse for foundation load where a loading section is rested on the beam as shown in the picture below. Members was given a dummy material with no stiffness so it wouldn't...
View ArticleRAM Concept Model Crashes when generating mesh
I have a model that was working a few months ago, however, it seems to crash when I generate a mesh. Any ideas?
View ArticlePlates
Hi everyone, can someone help me, i'm designing a raft foundation and i'm calculating the steel reinfocement manually, so I really don´t know wich moment result take to calculate it, i mean, is only Mx...
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Analysis output page breaks in Steel Design
For starters, here is the version I am using. STAAD.Pro CONNECT Edition - Version 21.00.02.30.Now for my question and I apologize if this has been asked elsewhere. I did try to find a solution online...
View Article*** STAAD.Pro ERROR MESSAGE *** DENSITY NOT PROVIDED. SELFWEIGHT COMMAND IGNORED
*** STAAD.Pro ERROR MESSAGE *** DENSITY NOT PROVIDED. SELFWEIGHT COMMAND IGNORED
View Article**WARNING- CONSECUTIVE ANALYSIS COMMANDS. ONLY FIRST USED.
**WARNING- CONSECUTIVE ANALYSIS COMMANDS. ONLY FIRST USED.
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Assignment of Stiffener plates to Base Plate Connection in Connection Design...
I am using Staad.Pro ConnectEdition. I want to assign stiffener plates to base plate connection shown in the picture below. I can not find the command in the Connection Design of Staad.Pro...
View Articleerror applied weight less than
WARNING: DESIGN OF SECTION FOR MEMBER # 1 IS NOT SUPPORTED. WARNING: DESIGN OF SECTION FOR MEMBER # 2 IS NOT SUPPORTED. WARNING: DESIGN OF SECTION FOR MEMBER # 3 IS NOT SUPPORTED. WARNING: DESIGN OF...
View ArticleHOW TO PUT A SUPPORT
To whom it may concern,I have a problem regarding on how to assume the support as you can see in the attached file. i am analyzing a scaffold which is box tied scaffolding at an existing structure my...
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*** STAAD.Pro WARNING MESSAGE *** ZERO STIFFNESS AT JOINT AND INSTABILITY AT...
HERE I ATTACH THE FILE, PLEASE HELP ME HOW TO RESOLVE IT communities.bentley.com/.../2063.TRUSS.std
View ArticleViewing Calculations in RAM Concept
HelloChecking a roof that they want to put an overbuild sloped roof. Therefore, lots of columns sitting on the roof slab. Slab is 8" with #5@12" EW T&B. Lateral is handled by shear walls....
View ArticleLY LZ UNT UNB parameters for physical memebers
Dears,LY, LZ, UNT, UNB,etc. such parameters are too risk to take from large structures. So can i model the structures as Physical members (PMEMB) to avoid all these parameters. will PMEMB takes all the...
View ArticleMacro Code
Hi I have Macro code which works fine with Staad Pro 2007 but it is not working with Staad Pro V8i SS6. Can anyone help me how to change it . I am beginner for VBA. Private mom_row As Integer Public...
View ArticleRAM Elements Footing Design
I am getting a warning while designing the footing in RAM Standalone Spread Footing Design. Warning is - H - c < Lh starter bars.I am not sure how I can resolve this. Can someone let me know why I...
View ArticlePatch load to parametric model
communities.bentley.com/.../raft_5F00_reduced-thick-_2D00_test.stdHiPlease see attached model with FE mesh using parametric model. Now I am trying to specify a patch pressure using ranges so that i do...
View ArticleSTAAD Pro w/Ram Connect Crashing
We are experiencing STAAD Pro w/RAM Connect crashing when deleting. It does not matter if deleting one item or multiple. We are running version 21000057. Has anyone experienced this or have a...
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Eccentric Brace Reactions on a frame beam
Hello! I am designing a braced frame in a 2 story building, where the brace is diagonal brace is eccentric as shown in the picture (included). I would like to know if the Frame beam supporting the...
View ArticleDynamic Analysis…..confirmation of application
Hello,I have attempted using STAAD to perform a dynamic check on a “table-top” structure supporting an electric motor, a gearbox and a fan. The fan is located at the bottom of a cooling tower to draw...
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