How to generate shop reinforcement detailing of RCC bridges after modelling &...
I want to generate automatic shop reinforcement detailing of RCC bridges based on analysis in Leap bridge. How can i do it. The detailing in leap bridge are limited & can't be used professionally.
View Articleelastomeric bearing in building using staad pro
can i use elastomeric bearing in building model using staad pro V8i. If yes then how?
View ArticleDouble channel section Column design by is 800 2007LSD.
How to design a steel column with section property as double channel front to front by using is 800 2007 LSD. Staad is designing for is800 but not for is800 2007 LSD.PLEASE HELP
View ArticleRAM Concept Column Strips vs Middle Strips
Is there any difference in the way that Concept treats column strips and middle strips for analysis and design of two way slabs? As I understand it, the addition of middle strips essentially acts as a...
View ArticleAssigning of taper in steel structure
I would like to know how i will assign the tapper in steel structure. I am designing a warehouse and i want to assign tapper in my model. Kindly let me know.
View ArticleOpenSTAAD function for notional load
StaadPro Version: 20.07.11.82I'd like to creat new load combination for direct analysis,Now it's possible to add repeat load by openstaad function,but function for adding notional load is not found.Can...
View ArticleRAM CONCEPT: Large Stabilizing Reaction Floating Loading
I have a two way flat plate. When import from Ram SS, I imported lateral analysis loads too. It created lateral layers i.e. wind, seismic. However, when calculate, there is this "large Stabilizing...
View ArticleRAM foundation Sliding Check
I've used RAM SS for gravity design for years and am starting to try and use it more for lateral analysis as well, but it doesn't look like the foundation module is checking against sliding. I can see...
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Reactions are not same in RAM frame and RAM concrete analysis
Hi,I am modelling a concrete building in RAM and have a question on reactions getting from RAM frame and Ram Concrete analysis.Reactions from RAM frame does not match with reactions from ram concrete...
View ArticleModeling pile cap in Staad Pro.
Hi,Could you please tell me what is preferable, using plate elements or solid elements when least lateral dimension of pile cap is less than 10 times its thickness(overall depth)?Thank you.
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Error - No punch cutoff sections found
Hi,I'm a relatively new user and having an issue with the error message below; It is happening for all of my edge columns. I've played with the geometry, trying a flat slab, with an edge thickening and...
View ArticleBuckling Problem - Cannot decide what effective length factor (K) values to...
I'm working on a 4 columned structural mast and I made a model of it on Sap2000. And Sap2000 gave me great amounts of K factor values, such as 5,7~8,0That sounds creepy! This tower has 4 columns and...
View ArticleRAM - Semi Rigid Diaphragms - Diaphragm Shears & Moments
I am fairly new to RAM frame and was wondering if there was anyway to produce a shear and moment diagram for a semi-rigid diaphragm. The shears wouldn't be that hard to back figure, but the moments in...
View ArticleRAM Foundation - Gross or Net Allowable Bearing Capacity
In RAM Foundation - is the Allowable Soil Bearing Capacity in the Assign Soil Properties dialog box the net or gross allowable bearing pressure?
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Hysteretic Damping
In SAP200, there's this so-called Hysteretic Damping in the steady-state analysis. Hysteretic Damping has two types: Constant Hysteretic Damping and Interpolated Hysteretic Damping. Constant...
View ArticleDesign parameter Cb in ASD 9th edition
Hello,I have a question regarding Cb factor.The question is that "If I design a structure by AISC ASD 9th edition and use defalut cb 1, is it overdesign?"In case of latest AISC latest code, Cb is...
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Euro code concrete design in Staad SS6
Dear Support,We are using Eurocodes for our project. Please note that for STAAD select series 6, Eurocodes for concrete design are not implemented ; please see below image.Whereas they are implemented...
View ArticleRAM Foundation - Pier on footing
Is there a method to incorporate or model a concrete pier on a spread footing? More specifically, the typical condition where a steel column lands on a pier at a perimeter foundation, which, in turn,...
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Tapered Member Analysis - MBMA Provision
Hi, I'm having a 'Nullable object must have a value' when design module is being ran checking the option for 'Use MBMA special considerations'. The design is able to run if the option for MBMA...
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How to change the color of selected member in Staad Connect Edition
Hi,Can I ask how to change the color of the selected member in staad connect edition, V8i before are in red color, now are in blank and if I want to make my working screen into blank color I'm not able...
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