RE: Moving load application...
Moving load on curved beams is not supported by the DEFINE MOVING LOAD command in STAAD.Pro. The STAAD moving load generator assumes:1)All loads are acting in the negative global vertical (Y or Z)...
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RE: BENDING STRESS VALUE IN STAAD ?
To know the bending stress at any specific fiber location along the beam, you need to model your aluminum section selected from the standard aluminum table available in Staad. After analysis, go to...
View ArticleBENDING STRESS VALUE IN STAAD ?
Sir,I am working on aluminium Mullion Profile I need to know how to get the Bending stress value from Staad Pro?And I need to know the Permissible Bending stress of Aluminium?Help me
View ArticleRE: Moving load application...
You may also want to use our bridge analysis and design software called RM Bridge and LEAP Bridge
View ArticleMoving load application...
I am analyzing bridge loop in STAAD Pro, I wanted to assign moving load in circular direction with change in elevation.Is it possible to assign moving load in circular direction and with change in...
View ArticleRE: Problem with DFF command not check in steel design with STAAD Pro SS6...
OK. This is an improvement and I need one more thing about this. As I mention above LOAD LIST ENVELOPE ... can only used for check deflection but cannot used for stress ratio check. Please make this...
View ArticleRE: check fatigue for heavy duty crane gantry girder
STAAD.Pro is not equipped to check the fatigue of the members.
View Articlecheck fatigue for heavy duty crane gantry girder
I want to know if staad pro. can check for fatigue for crane girders and if he can how can I do this check
View ArticleRE: Problem with DFF command not check in steel design with STAAD Pro SS6...
You need to create two different envelops- one for strength and another for service. Service load envelop is to be used for deflection check and Strength load envelops are to be used for member design...
View ArticleRE: Euro Code Validation
Please provide some more details about the issue. Which STAAD.Pro version are you using? What are the exact differences? Attach you STAAD.Pro model and hand calculation if possible.
View ArticleEuro Code Validation
We are in process of validation for our new project in Euro code using different software in different offices.In the end result we have found a big difference in results on staad compare to other...
View ArticleRE: How is the unity check calculated for a tapered tubular section using the...
Changing the yield strength should change the design unless one of the following is happening in your case1. The FYLD parameter is being defined after the CHECK CODE command in the input editor.2. The...
View ArticleRE: VB.NET obtaining end forces - Is there a faster way?
Thank you for responding. I was fearing as much. The large dataset I have for one project is taking about 60 hours to process. But, on the bright side it does not crash, and produces correct answers....
View ArticleVB.NET obtaining end forces - Is there a faster way?
I have a large model that I am using VB.NET to extract the end forces for a reporting program we have. Using the code below it currently takes about 60.6 hours to get the start and end forces for each...
View ArticleRE: How is the unity check calculated for a tapered tubular section using the...
Thank you Sye, the TRACK 1 parameter did help me see what was going on. I can't get staad to use the 50ksi steel if I assign it to members in the General - Property section, but the FYLD parameter did...
View ArticleRE: Problem with DFF command not check in steel design with STAAD Pro SS6...
Please see my first code. If I prefer to use ASD not LRFD why I must use "STRENGTH ENVELOPE"? Do you understand me? Regard
View ArticleRE: How is the unity check calculated for a tapered tubular section using the...
The steel properties that you assign with material definition, as shown below, does not affect the design. These are used for connection design.… TYPE STEEL STRENGTH FY 36 FU 58 RY 1.5 RT 1.2 For...
View ArticleRE: Problem with DFF command not check in steel design with STAAD Pro SS6...
I have attached a modified file with SERVICE and STRENGTH envelopes which has subsequently been used to do a CODE CHECK.Here are some points which should be noted.1. For both service and strength and...
View ArticleRE: How is the unity check calculated for a tapered tubular section using the...
The ASCE10-97 implementation in STAAD.Pro also has the design rules for ASCE publication 72 embedded in it. That publication is specifically meant for the design of tapered tubular poles. So, if the...
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