RE: How to validate STAAD.Pro Analysis Result by Hand Calculations IS 456 2000
IS 456 : 2000 is a Design Code and not for Analysis, hence only Design can be verified with the code and not Analysis.
View ArticleRE: ram modeler - roof parapet wall
If the column and wall share the same plan location (column centroid, wall CL), then they always move together. When there is a step in a roof where one beam is higher and another is lower, supported...
View ArticleRE: RAM Foundation - Overstrength Factor
First make sure the Criteria - Design criteria has the option "Increase Spread Footing Sizes to Prevent Uplift in Concrete Load Combinations" turned off. If you are still getting issues with the...
View ArticleRE: How to validate STAAD.Pro Analysis Result by Hand Calculations IS 456 2000
Yes of course IS 456 :2000 is Design code and when I configure my RCC Design w.r.t IS 456 :2000 my design will be configured by complying IS 456 :2000 clause. So what I exactly mean by Design...
View ArticleRE: RAM Foundation - Overstrength Factor
I did have that option deselected. I would like to use continuous footings at my braced frames, does this have any effect on continuous footings? The biggest problem is that obviously the reinforcement...
View ArticleRE: RAM Foundation - Overstrength Factor
For continuous footings the concrete bending and shear demands are all derived from the finite element analysis results of the beam on elastic compression-only springs. So if the concrete combinations...
View ArticleRE: PLATE SELECTION VIA OPEN STAAD
(Please visit the site to view this file)You are right. Prima facie, "View.SelectGroup" function does not appear to be working the way it should. We will check this further. Also, please find below a...
View ArticleRE: PLATE SELECTION VIA OPEN STAAD
Further to my earlier response - I found that the function View.SelectGroup is indeed working properly. Your macro was incorrect. Please find the corrected coding below. This will work. Sub...
View ArticleRE: CLEAR COVER
The value of CLEAR parameter considers the clear cover which is the distance from the edge of the beam to the edge of outer side of the bar of main reinforcement.
View ArticleCLEAR COVER
In staad pro, how it set clear cover, mean from outer face of main reinforced OR outer face from stirrups in beam according to IS456?
View ArticleRE: In rcc design in staad pro, in scheduled bars how it select the shape...
Are you using batch mode of design or RC designer?
View ArticleClik here to view.
RE: How to validate STAAD.Pro Analysis Result by Hand Calculations IS 456 2000
You may look o the verification examples:
View ArticleRE: In rcc design in staad pro, in scheduled bars how it select the shape...
RC design for for exporting drawing of beam
View ArticleIn rcc design in staad pro, in scheduled bars how it select the shape code...
In rcc design in staad pro, in scheduled bars how it select the shape code like 51,21 etc for each bar?
View ArticleRE: how to remove the warning ??????????????? and i m having high deflection...
You can define tendons using circular c/s. It is of general steel, you can use the default steel material. If you have other material, you may define it in the way used by you in the model that you...
View ArticleRE: How to validate STAAD.Pro Analysis Result by Hand Calculations IS 456 2000
Hi Bently support team, As far as verification example is concerned I am using since last 20 years when it was not part of Bentley.I have not yet received 2 specific questions answer. How can I...
View ArticleClik here to view.
Simple Steel Lifting Frame Analysis. Please Help!
Hi there,I am trying to model what would appear to be a simple steel lifting frame with 1 bracing member. I have so far created a model but I am getting quite a few warnings when attempting to analyse...
View ArticleRE: STAAD-PRO ( RAM Connection )
The only brace to beam connection type supported in Ram Connection is one where you have a V or Chevron configuration. We don't yet have a template for a single diagonal connected to a beam.
View Article