Support reaction and beam end results do not match
I need held regarding the following:Model details:Slab (plate elements) resting on beam (member) on one long side only. Supports; fixed at both ends.Slab size: 4m x 2m x 1m; Mesh size 0.2m x 0.2mBeam...
View ArticleRE: Support reaction and beam end results do not match
Difference will be there, as both the entities are sharing the same node which means that the relative stiffness of both the entities will be considered while sharing the proportion of vertical...
View ArticleRE: Ram Elements Output - Data - Joint List
This relates to Ram Connection. If you have a single member selected and just one of it's nodes selected, then the report will indicate the type of joint for that member at that node. These are things...
View ArticleRam Elements Output - Data - Joint List
I've been trying to figure out what data is presented in the output - data - joint list option.I have a small building modeled with all beam connections defined with strong and weak axis moments...
View ArticleRE: AISC 360-10 Design Output Units
Just bumped into this thread and wanted to mention for the records that STAAD.Pro SS6 is available and the design output for AISC 360-10 can now be obtained in metric units.
View ArticleAISC 360-10 Design Output Units
Hi,I recently changed my preferred steel design code from AISC 360-05 to AISC 360-10in STAAD Pro and have noticed a problem relating to the design output units.My base units are set to metric (I'm...
View ArticleRE: Problem with DFF command not check in steel design with STAAD Pro SS6...
In your model, you have not specified any Serviceability load envelope. So program does not perform the deflection check for any member. In STAAD.Pro SS6 version, it is necessary to define a service...
View ArticleProblem with DFF command not check in steel design with STAAD Pro SS6 built...
Please see STAAD input command below. I try to change DFF parameter in any value (not 0) but the result still show all member pass all code check.Please verify if I'm wrong...Best regard.STAAD...
View ArticleRE: Warning. Varied materials assigned to members with same section property
The warning message does not necessarily indicate a problem with your model. It is just meant to let the user know there are members which have the same section property but which are assigned...
View ArticleRE: Warning. Varied materials assigned to members with same section property
Thank you, Suro. I just didn't noticed that.
View ArticleWarning. Varied materials assigned to members with same section property
I have an RCC structure with different concrete material properties.Hence, I have modeled the same.And STAAD warnings "Warning. Varied materials assigned to members with same section property".It also...
View ArticleColumns getting failed.
i am attaching my staad file, please anybody tell me why the columns in the middle, gets failed when i increase the size of column web, but when i decrease the size it shows the result as passed.kindly...
View ArticleWhich American code should be used?
Any body please tell me that which american code is to be used for the design of the steel industrial shed.AISC ASDAISC LRFDAISC 360-05.also, what are the differences between these codes.i am going...
View ArticleRE: Problem with DFF command not check in steel design with STAAD Pro SS6...
What different of command?. LOAD LIST 101 TO 107 and LOAD LIST ENVELOPE 1 which Envelope 1 include load no. 101 to 107 ? I remember that I ever use this command in SS4 without define any envelope....
View ArticleRE: Problem with DFF command not check in steel design with STAAD Pro SS6...
There is a minor change related to member deflection check in STAAD.Pro SS6 version. In this version, if you want to perform the deflection check, it is necessary to create a service load envelope and...
View ArticleRE: Facing Problem Regarding the Anylises of the industrial shed.
I have reviewed your model and noticed the following problems-- 1. Specification -- You have specified several members in your model as truss member. Due to that, there are several instability...
View ArticleRE: VB.NET obtaining end forces - Is there a faster way?
If you want to extract the member end force values, the only OpenSTAAD function available is -- Output.GetMemberEndForces. The older results object functions have been replaced with the new application...
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...
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