WHY I CAN'T SEE THE STAAD LIVES COURSES?
Hello all, my question is, why do I need to pay for the courses live? I am working in a company with the license of Bentley and for that I can see the live courses free. Please help me with this.
View ArticleCreate User Table from File
Hi,Have anyone tried to import a file to create user table?Please help.I cannot seem to understand what is stated in Help.Sample will be much appreciatedThanks
View ArticleGet Section Property Type
HiHow to make this work?objOpenSTAAD.Property.GetMaterialI want to get the material name of a specific property like STEEL ,CONCRETE, MATERIAL1 and etc.OpenSTAAD Guide...
View ArticleCannot open STAAD from Excel VBA Openstaad- Create Object - Regd
Dear All,I have done some coding using Excel OPENSTAAD. I used Set objOpenSTAAD = CreateObject("StaadPro.OpenSTAAD").Usually when i execute the command, STAAD opens up by itself runs the analysis.But...
View ArticleNatural frequency and mode calculation:mass or weight
I am trying to calculate natural frequency of steel structure using Eigenvalue method.My unit system is "kg mm".Now STAAD guidelines says"The input you specify is weights, not masses. Internally, STAAD...
View Articleintroduction of expansion joint and bearings
i am trying to design a bridge. i am having the following issues: to introduce the expansion jointsto introduce the bearingsto model the abutmentplease any useful information would be appreciated....
View ArticleVBA GetSupportReactions
I use VBA to get support reactions. But results are always Zero. Please help me to find out what is the error.Private Sub CommandButton1_Click()Dim w1 As ObjectSet w1 =...
View Articleerror message : DATA SHOULD FOLLOW AFTER CONSTANT COMMAND and not any other...
I am new to staad pro.soy nuevo en esto, si la respuesta es en español, mucho mejorSTAAD SPACE DXF IMPORT OF JOIST DE 9 MT.DXFSTART JOB INFORMATIONENGINEER DATE 23-May-16END JOB INFORMATIONINPUT WIDTH...
View Articlestaad foundations advanced
Has anyone had problems with Staad Foundation advanced crashing continuously? I have a simple building which needs just a series of combined footings, imported from a Staad model but it just crashes...
View ArticleError message when i run by STAAD File- The Rayleigh Frequency 4.53 E-06 less...
When I run my STAAD file of a truss model error message of 'Rayleigh frequency xxxx less than .00001 for load 1 '' being shown. My load 1 is Seismic load definition. request suggest remedy .
View ArticleMass Participation is not showing more than 90%
I am doing dynamic analysis, but my model is not showing Mass participation correclty, need help(Please visit the site to view this file)
View ArticleRAM 3D Viewer only works after Print Preview
I have a user with a brand new Dell Optiplex with the latest drivers trying to open RAM models to view with the 3D Viewer v14.07. When he tries to open a model, it appears to work correctly, no error...
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Ram connection - Tapered section
Dear sir, I tried to design base plate for tapered section after analysis from staad pro by using RAM connection. But i showing only I shapes are allowed for columns. So is there any solution to...
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RAM Concept - AS3600 Service Design Program Glitch
Hi support team, I came across a strange discrepancy this morning when designing a two way RC flat plate. Long story short - the program wasn't considering user defined rebar when doing the service...
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meshing a solid element - Pile cap
Hello,I am trying to model a slighty awkwardly shaped pile cap in STAAD, using soild elements. I have tried meshing the solid element but have had no luck, is there a way to mesh solids in STAAD? if so...
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QUESTIONS! HOW I CAN CALCULATE THE PARAMETER KX ,KY AND KZ FOR A COLUMN IN A...
I NEED HELP WITHS THIS PARAMETERS , HOW I CAN CALCULATE.
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I NEED HELP WITH :**WARNING** LOAD BEYOND ITS LENGTH. FULL LENGTH ASSUMED....
HELLO ALL .. IN MY STRUCTURE SHOW THIS WARNING .. PLEASE HELPSTAAD SPACESTART JOB INFORMATIONENGINEER DATE 19-May-16END JOB INFORMATIONINPUT WIDTH 79UNIT METER KGJOINT COORDINATES1 0 0 0; 2 0 0 1.9; 3...
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*** WARNING *** DYNAMIC MASSES IN GLOBAL X, Y AND Z DIRECTIONS ARE NOT SAME....
Hi,I am performing analysis of steel structure using Eurocode.I have specified same load in all 3 directions as inertial load for seismic analysis.But still i am getting Warning :*** Note: ALL MASS...
View ArticleHow to convert stress results from FEM Model for getting design forces for...
Dear allI have furnished an FEM model for simple supported composite steel tub girder bridge for 60m curved span using shell and beam elements for steel and concrete deck. I am facing difficulty to get...
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