RE: Contrasting Results
Seth, the deflections are excessive as well.(Please visit the site to view this file)
View ArticleContrasting Results
 The stress ratios and deflections presented my model's output are very excessive (i.e. SR > 4.7E30) for every member when performing direct analysis utilizing notional loads (factor = 0.003)....
View ArticleRE: analysis and design of any small residential building
You can go through the basics of modelling and design structuralsols.blogspot.in
View ArticleRE: analysis and design of any small residential building
You can also refer the "Getting Started and Tutorials" section of the online Help Manual of STAAD.Pro.
View Articleanalysis and design of any small residential building
hi guysiam new to building designi have completed my be civil engineering in 2015i want learn how to manually analyse and design a building(with all load calculations and load paths)please anyone help...
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RE: Section Properties of Japanese Channel Sections - Not Matching with those...
The quantities Zx and Zy in the section database are the Plastic Section Modulus.You can use the "print member properties" command to view the elastic section modulus values used by STAAD.Pro. Please...
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Section Properties of Japanese Channel Sections - Not Matching with those...
Hi,For one of my design, I need to use the Japanese channel sections. I have compared the information (especially moduli of section Zx and Zy, though other properties are matching) of Japanese channel...
View ArticleRE: Eccentrically loaded moving load
The moving load generator in STAAD.Pro assumes that each wheel of one axle will have same load on it.
View ArticleRE: Eccentrically loaded moving load
Thanks for your reply, I understand that the moving load generator assumes matching wheel loads. This is the problem I am having. I wanted to know if there was alternative way, where the wheel loads do...
View ArticleRE: Eccentrically loaded moving load
Can you please refer and study this attached file.This is an indirect way where you can achieve that.(Please visit the site to view this file)
View ArticleEccentrically loaded moving load
Is it possible to create a moving (vehicle) load with different loads on each wheel within one axle. I have a single vehicle load moving along a bridge structure with eccentric load placed on it.
View ArticleRE: SFD of Beam Under Concentrated Load - Master Slave
Please refer the links below for the detail clarification communities.bentley.com/.../56217communities.bentley.com/.../106581communities.bentley.com/.../271438
View ArticleRE: Ram concept installation error?
This is a video adapter/video driver issue. See the web page below for recommended solutions to the...
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Ram concept installation error?
Hi,I get strange lines when I try to use RAM Concept. These show up in all windows - mesh input / element etc, and even when I just try to insert architectural cad files. I have tried uninstalling and...
View ArticleRE: SFD of Beam Under Concentrated Load - Master Slave
Thank you for the response. Before posting the query, I was also thinking of the same. However, the question raised because of the difference in the SFD for primary and secondary beams, though both the...
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SFD of Beam Under Concentrated Load - Master Slave
Hi,I need to use the Master-Slave connection for one of my structure. Before, using it directly in my structure I tried to understand the behaviour first. For that, I have modelled a simple frame with...
View ArticleRE: Orientation of Local Axis of Surface Entity in STAAD.Pro V8i
Sanjeev, We agree that there appears to be an error in the plotting of those two results for the Surface object. They seem to be transposed (reversed), meaning, the program is plotting MY in place of...
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