The peak acceleration for walking excitation(floor vibration)
Dear All ,how could we calculate floor vibration ( the peak acceleration for walking excitation) without modelling the composite deck ?is it possible to calculate the same for non-composite decks , i...
View ArticlePotential Conceptual Error in STAAD PRO when calculating Stress Ratios per...
The STD code below is the example of a singly symmetric (top flange is greater than the bottom flange) and simply supported "I" beam subject to uniform distributed load acting downwards and also...
View ArticleRE: In a railway bridge where should I release moment and also check the...
How can I create an MC channel in create new table options. You see here taking sections from different standards makes it difficult to identify the sections. Also where should we use fixed but support...
View ArticleIn a railway bridge where should I release moment and also check the problems...
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View ArticleDISEÑO DE MUROS DE MAMPOSTERÍA
Estoy intentado diseñar un muro de mampostería con columnas como elementos de rigidez, pero cuando accedo al módulo de mampostería de Ram Elements no toma las columnas que están en el modelo. ¿Cual es...
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RE: Error in New Version SS6
Hi Mr. Suro Any suggestions for my previous post. Is my question valid?
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Error in New Version SS6
Hi All,I just installed STAAD pro SS6 latest version and open previous version file(SS5) in new version, but it shows following warning that I had not faced in previous versionplease suggest see below...
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RE: PROPERTIES OF IRON NEEDED TO ADD IN STAAD DATA BASE
In the material database, STEEL is already there. You can add a material by clicking on create button as shown.
View ArticlePROPERTIES OF IRON NEEDED TO ADD IN STAAD DATA BASE
Hello,I want to add iron in staad software but i dont know about the exact properties of iron which are needed as thermal coefficient,critical damping eg.
View ArticleRE: DISEÑO DE MUROS DE MAMPOSTERÍA
Here is a sample wall with integrated columns. Use 'e' menu - Open Zip to use it. (Please visit the site to view this file)
View ArticleRE: Analyzing Existing Slab Reinforcement in Ram Concept Connect
So playing around a little more it would seem that I need to add design strips and simply tell Concept to not add additional reinforcement.
View ArticleRE: Analyzing Existing Slab Reinforcement in Ram Concept Connect
That's right, just use the option to not add additional reinforcement. More here: communities.bentley.com/.../8362.ram-concept-reinforcement-faq
View ArticleRE: Analyzing Existing Slab Reinforcement in Ram Concept Connect
Thank you for confirming.
View ArticleAnalyzing Existing Slab Reinforcement in Ram Concept Connect
I have an existing slab that I am trying to analyze the existing reinforcement to determine if it will be adequate for new slab openings. I have figured out how to draw my existing reinforcement...
View ArticleRE: RAM Concept Minimum Code Reinforcement
Karl, I had a similar question, except with ACI 318. I have a top and bottom mat of user reinforcement specified in each direction of a 2-way slab. Therefore, I specified the top and bottom...
View ArticleRE: File staad pro.
Thank Rajat! I know this web. but I am not able to download it. Could you have any suggestion for me to get it from the web? Or do you have any file in the same kind ? please give me some! I really...
View ArticleRE: RAM Concept Minimum Code Reinforcement
If you are providing user reinforcement that you are comfortable with there is no need to perform span detailing and no side effects of not using it.
View ArticleRAM Concept Minimum Code Reinforcement
Dear RAM Concept team,I am designing a slab to the Eurocode.I have a uniform mat on top and bottom (User reinforcement) with an amount of reinforcement larger than the minimum required -chapter 9.3.1.1...
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