RE: I am trying to extract support reactions of a particular node for all...
I have reviewed your code. There are only two mistakes for which the support reaction values are extract as zero. You have incorrectly used the variable names during specifying the variable type. You...
View ArticleRE: OpenSTAAD Objects for VBA (Do Not Seem To Work)?
You are using a very old version of STAAD.Pro. Results object functions are used in this version which are now obsolete. All the results object functions has been replaced with the application object...
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OpenSTAAD Objects for VBA (Do Not Seem To Work)?
Hi there,I'm just learning how to use the OpenSTAAD and I just encountered something that seems not working. I tried adding the OpenSTAAD Library to Object Browser and it displays Output. It seems to...
View ArticleRE: Facing Problem Regarding the Anylises of the industrial shed.
I have worked over the recommendation made by you on my model. 1. I define the members as truss members by partially releasing the moments at the start and the end nodes. 2. Load -- floor group should...
View ArticleRE: Facing Problem Regarding the Anylises of the industrial shed.
The reason for the warning message is - you have specified both member truss and member release command to the same member. You need to remove member truss command from your model. Partial moment...
View ArticleRE: I am trying to extract support reactions of a particular node for all...
Thanks a lot my friend
View ArticleI am trying to extract support reactions of a particular node for all Load...
Sub Trail()Dim lGetLoadCombinationCaseCount As Long, j As Integer, lstLoadNum() As LongDim Start As Integer, EndlC As Integer, N As Integer, loadcas As IntegerDim objOpenSTAAD As ObjectDim...
View ArticleRE: Facing Problem Regarding the Anylises of the industrial shed.
still some of the member are their in the structure which are going failed. now i have used the clauses 3.5 of code 800:2007 for load combination still some thing is going wrong. please check my file...
View ArticleRE: Facing Problem Regarding the Anylises of the industrial shed.
The reason for failure is either slenderness or combined interaction. For slenderness check, as you have not specified any parameter (MAIN and TMAIN), program considers the default value. You can...
View ArticleFacing Problem Regarding the Anylises of the industrial shed.
Sir i watch your lecture on you tube. I have some problem regarding my project. I am working on some project in staad pro which was actually designed and drafted by structural Engineer .The project...
View ArticleRE: Facing Problem Regarding the Anylises of the industrial shed.
There are few things that are to be taken care of in the model. There are clear warning regarding inclined floor load generation-some panels are not getting loaded. You need to fix it.You have...
View ArticleRE: Problem with DFF command not check in steel design with STAAD Pro SS6...
There has been an update in the program to specifically impel the users to create two different type of envelops- Service and Strength to cater two different aspect of design- deflection checking with...
View ArticleRE: Which American code should be used?
AISC ASD code refers to Allowable Stress Design, AISC LRFD is Load and Resistance factor Design and AISC 360-05 refers to the Unified code or it is a single design code which follows the same design...
View ArticleRE: Seismic analysis
The structure is very stiff in Vertical direction ( Y dir.) . Generally, we consider the effect of vertical motion of the structure if there are cantilever and vertical projections. Thus, we don’t need...
View ArticleSeismic analysis
Sir, The below steel structure is analysed for sesismic loading.I modelled the foundation of structure using plate element and for soil structure interaction i followed impedance approach i.e. Soil...
View ArticleRE: DENSITY NOT PROVIDED, SELFWEIGHT COMMAND IGNORED
You go to Edit> Edit Input Command file. Find the location of CONSTANT command. Change it to the following: CONSTANTS MATERIAL STEEL ALLBETA 90 MEMB 7 12 13 216 221 222
View ArticleDENSITY NOT PROVIDED, SELFWEIGHT COMMAND IGNORED
please sir, help me out. 1. STAAD SPACEINPUT FILE: new mohammodi.STD 2. START JOB INFORMATION 3. ENGINEER DATE 08-FEB-16 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT METER KN 7. JOINT COORDINATES...
View ArticleRE: Columns getting failed.
Hi, I have run your model but didn't see any failed member. Assuming that if you increase the web depth, few of the members failed. As I don't have your model which has the failed member when the depth...
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