RE: Font resizing issue in staad foundation advanced 8.0
There is currently no option available in SFA to scale up and down the font size in GA drawing . However, you may export the drawing in Microstation, Autocad or any other modelling software where you...
View ArticleHow to analyze a FDN with ribbed beams in one direction and grade beams in...
Hello everyone,I'm trying to analyze a FDN (combined footings with ribbed beams in longitudinal direction and jointed with grade beams to another combined FDN.Is there a way to analyze this kind of...
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Create curved cellular steel beams in prosteel
we got a client's question about the curved cellular steel beams , the file has been attached to the mail . how to create this in Prosteel ?
View ArticleCan OPENSTAAD (VB/Excel) perform Concrete Design. I am able to perform...
Can OPENSTAAD (VB/Excel) perform Concrete Design. I am able to perform analysis but not concrete design
View ArticleRE: L/R Exceed
Thank You very much, but after setting the MAIN parameter = 1.0, the result come same as before. Can you please tell me what can i do in this case, and if you have another solution for light bracing...
View ArticleRE: Cold form Hat Section Design using STAAD
The high ratio may be due to the axial stress exceeding the Euler capacity. The following links contain similar...
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RE: L/R Exceed
Those members no longer are considered to be failing in slenderness. However, they are failing because the interaction ratio computed per AISC equation H1-1 is greater than 1.0. The primary reason for...
View ArticleRE: CALCULATE DUCTILITY IN PT SLAB
Hi Quang Minh, Please refer to RAM Concept manual chapter 63.5.1 on page 1045. Here is an extract regarding neutral axis depth for EC2 code: The neutral axis depth is limited to:• (1.0 – k1)/k2 *...
View ArticleCALCULATE DUCTILITY IN PT SLAB
Hi Mr SethCan you show me how Ram calcultate neutral axis depth ratio (x/d ratio) with EC2 in PT slab, how to use compression stress in calculation?
View ArticleRE: STAAD Foundation Advanced v 7.2 - mat foundation
In SFA, it is possible to define a mat of varying thickness by assigning different control regions to different portions of the mat and then assigning different slab thickness to each control regions....
View ArticleRE: STAAD Foundation Advanced v 7.2 - mat foundation
Sye, Thank you! Another question.......is it possible to create a Linear Grid Setup that would give you a sloped grid? It appears that this is NOT an option. Please confirm!
View ArticleRE: STAAD Foundation Advanced v 7.2 - mat foundation
Your are correct. There is no option to do that.
View ArticleSTAAD Foundation Advanced v 7.2 - mat foundation
I am wanting to know if it is possible to create a sloped mat foundation, much like one would find when designing a cooling tower. The cooling tower basin would have a level mat foundation and the end...
View ArticleRE: Lateral load path using hanging columns as lateral members - RAM Frame
Using hanging columns to transfer lateral loads up to a higher story should work fine so long as there is a valid load path. Keep in mind, the load path has to be constructed entirely of lateral...
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Lateral load path using hanging columns as lateral members - RAM Frame
I have a single story building in a high seismic area with a number of separated diaphragms at different elevations. There is one large main (lower) diaphragm in the center, and several elevated...
View ArticleRE: CALCULATE DUCTILITY IN PT SLAB
Hi Andrej I calculated this limit. But how we can calculate the real x/d of section in model. I am checking a design and my model suggested reo of ductility. I want to calculate x/d to compare with...
View ArticleRE: Create curved cellular steel beams in prosteel
Please go through the attached document(Please visit the site to view this file)
View ArticleRE: CALCULATE DUCTILITY IN PT SLAB
Hi Andrej I wonder Ram uses design compressive strength (Fpd) to calculate height of compression area (X) or both Fbd and A are number variable. It means Fbd * X = Fs (Fs is the force of tendon), Fbd =...
View ArticleRE: Run tendon in compression of concrete
Hi Support Team I wonder Ram uses design compressive strength (Fpd) to calculate height of compression area (X) or both Fbd and A are number variable. It means Fbd * X = Fs (Fs is the force of tendon),...
View ArticleRE: a comparison purpose between an uneconomical design with a good design ,...
Thank you all i wish Bently expand the field of analysis to cover this issue
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