RE: Multiple bolt rows on Beam Splice Flange Plate Connections
Was this ever resolved? I am having the same issue. Thanks!
View ArticleRE: StaadPro_Foundations stability checks
If you have multiple mat foundations, there is no easy solution as you would have to consider these mats individually to carry out the stability checks for each. You may group the support nodes which...
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RE: Some questions regarding modelling in STAAD. Kind of urgent
1. If the diaphragms are rigid, you should use FLOOR DIAPHRAGM. Floor diaphragm automatically does what a master slave does including figuring out an appropriate master node for each floor. It can also...
View ArticleSome questions regarding modelling in STAAD. Kind of urgent
Dear All,I am working on STAAD and need answers to some questions. Will be grateful if you could help me out with these. I am very new to this software1. Floor Diaphragm: Is master slave better or the...
View ArticleRE: Why until now ISM could not able to read plates and solid from staad,...
As of now, this is not possible and I do not have a definite timeline. However I would like to inform you that we do have an enhancement request ( id# 506588 ) in our system regarding getting this...
View ArticleRE: IEG Installation fails with HRESULT: 0x80070BC9
The following Microsoft Knowledge Base article suggests that this error can occur if a restart of your system is required to implement some changes from another installation. Please restart your...
View ArticleIEG Installation fails with HRESULT: 0x80070BC9
I am trying to do an install of RAM Structural, which of course always begins with an installation of the license server client, iegls020020001.en. I have done this dozens of times. Today, I got an...
View ArticleRE: STAAD.Pro Direct Analysis Method Applying Notional Loads Correctly
Couple of pointers. The AISC design guide example 3.1 seems to use the ASD method whereas you are using LRFD. When you are using factors like 1.4 for the loads, the notional loads would also have to be...
View ArticleSTAAD.Pro Direct Analysis Method Applying Notional Loads Correctly
Hello, I am currently trying to compare the results in STAAD.Pro to an example provided by the AISC Guide 28 (Example 3.1). I am able to match the results of the axial load, but the moments in the...
View ArticleRE: RAM SS Concrete wall pier - ACI 318-11 R21.9.1
Regretfully, these checks are not completed by the program. Enhancement #219998 has been filed to add these checks to the program. I will link this forum post to that enhancement request, so your...
View ArticleRAM SS Concrete wall pier - ACI 318-11 R21.9.1
I am being asked by a plans examiner to provide a check for walls and whether they are classified as "wall piers" per the ACI 318-11 section 21.9.1. Where walls are classified as "wall piers",...
View ArticleRE: Multiple bolt rows on Beam Splice Flange Plate Connections
Enhancement #33323 (Allow nc = 4 for beam splice connections) and Enhancement #312571 (Allow Customized Bolt Column Spacing) are still active. Work has not been started on these features, but they are...
View ArticleRE: RAM Connection
This has been addressed on the forum below:http://communities.bentley.com/products/structural/structural_analysis___design/f/5932/p/113114/377027#377027
View ArticleRAM Connection
I am attempting to design a beam splice connection using plates on the flanges using RAM Connection. Is there an option for adding more than 2 rows (4) in the transverse direction?
View ArticleMultiple bolt rows on Beam Splice Flange Plate Connections
A few of the beam splice connections that I am currently working on have flanges that are 400mm and 500mm wide. I would like to specify 4 columns of bolts in each flange, but I do not see that there...
View ArticleRE: Ram Frame Analysis does not close correctly.
If you are not running the current version of the program (v15.02.00) and if updating is an option, please install this version and let us know if that resolves the problem. Otherwise, open Windows...
View ArticleRam Frame Analysis does not close correctly.
After running Ram Framing analysis and closing out to go back to the model it freezes the program where it will not allow you to close the program or even open a new session. I have to restart my...
View ArticleRE: Error Create any section
Hi RAJAT. My .UPT file here. I look forward to receive the support from you.Thank RAJAT.(Please visit the site to view this file)
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