RE: STAAD Foundation Advanced v. 7.2 customize quick access toolbar
Added tool/icon is NOT in the access toolbar.
View ArticleSTAAD Foundation Advanced v. 7.2 customize quick access toolbar
When attempting to customize the quick access toolbar, a tool can be added. The issue I am having is that the added tool does notremain in the quick access toolbar after exiting and reopening the...
View ArticleRE: Problem in creating object with STAAD (I am using STAAD PRo. select...
It looks like they no longer support the result object. See this post: compatibility of Visual basic 2010 with Open staad V8i ser -3.Sorry, I'm having trouble pasting a link to that. I don't know if...
View ArticleProblem in creating object with STAAD (I am using STAAD PRo. select series 4)...
Dear All,Please help me in my VBA Code. I am getting an error message as Active X can't Create object.It is a very useful file to me and I needed this in very urgent,I am pasting my code over here...
View ArticleCombining Mass and Gravity Loads to Diaphragms
Is there a way to split a gravity and/or mass load in order to combine it to 2 separate diaphragms? When combining masses and gravity loads to diaphragms can you change the location of the...
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RE: Issue with governing load combination for steel member design
Hi ,I have uploaded the file.Thanks for your response.
View ArticleRE: CODES used in staad pro V8i (select series 5) analysis
Exactly what are you looking to do? Analyze an onshore/offshore structure, or design it? Analysis means, finding the member forces, support reactions, joint displacements, etc. Design means determining...
View ArticleCODES used in staad pro V8i (select series 5) analysis
Hi,I would like to know which code to be used in structural (onshore skid) analysis in STAAD PRO.Currently I'm using AISC 360-05 (AISC UNIFIED 2005).Thanks...
View ArticleRE: Confliction between Direct analysis method and Dynamic loads ..
Take a look at example 11 in the Application examples manual. It shows how to combine static cases with response spectrum cases. Example 29 shows how to combine static cases with time history cases.
View ArticleRE: how to identify existence of release in a member using OpenSTAAD C#
Attached is a macro in VB for this task. It reads the STAAD model and creates a file namedMember Release Data.txtin the folderE:\yyyThe data written in that file will consist of the degrees of freedom...
View ArticleRE: Eurocode EN 1993-1-1:2005: code check using resultant forces
1. I think this can be replaced with one shear force resultant. Currently, we do not do this for shear. But we do consider this for the moment. The moment in the two planes are resolved into one single...
View ArticleEurocode EN 1993-1-1:2005: code check using resultant forces
Hello, I'm looking into the code checking of a circular cross-section (class 1) using the Eurocode EN 1993-1-1:2005, and have some questions regarding how Staad.Pro does the checks: 1) For clause 6.2.6...
View ArticleRE: Problem in creating object with STAAD (I am using STAAD PRo. select...
GetObject is known as the Application Object. CreateObject is referred to as the Results Object. The functions supported by these objects are called "Application object functions" and "Results object...
View ArticleRE: Effect of Angle Bar Offset
I had not been particularly happy about users applying offsets perpendicular the span of the members. The offsets are basically small rigid members and thus the introduction of offsets also introduces...
View ArticleRE: Effect of Angle Bar Offset
Sudip, I am also actually not happy in two things: 1) First, If you are not particularly happy with users applying offsets perpendicular to member axis, then why did STAAD provides options for offsets...
View ArticleEffect of Angle Bar Offset
Hi to all,Please find attached STAAD input file below.I am a bit confused with the design ratio (strength) of angle bar members which has offset property. My structure is a mechanical car lift with...
View ArticleRE: warning in staadpro
This messages warns users that the section has failed in shear design. We request you to attach the model.
View Articlewarning in staadpro
how to remove staad warning asWARNING:Section fails while designing section: 0.0 mm
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