RE: Column Design
I hope this helps. Click the link. http://www.eng-tips.com/viewthread.cfm?qid=334951 -------------------------------------------- On Sat, 9/13/14, meesha patel wrote: Subject: RE: [Structural Analysis...
View ArticleRE: RAM SS - Transfer loads are not transferred to RAM Concept
Also, I'm using the Frame Module for all my analysis so the loads to be transferred are from this module.
View ArticleRAM SS - Transfer loads are not transferred to RAM Concept
Hi I have an issue with Dead and Live transfer loads not being transferred to Ram Concept when I merge or create a new floor from Ram SS in Ram Concept.Please advise.(Ram SS file is uploaded via SFU -...
View ArticleRE: Column Design
Kyut,We presume you are performing the design per the British code - BS8110.Within the STAAD environment, there are two modes for designing concrete members. One is by specifying a set of commands in...
View ArticleRE: Shearwall analysis and Design
If you comment out the HMAX and HMIN parameters, the design proceeds further. Presently, both of them have been assigned the same value - 12 mm bar dia - which seems to be responsible for those...
View ArticlePile and pile cap design
Sir, I am doing the steel pipe pile and concrete pile cap design (Breasting Dolphin of Oil Jetty). How can I know slab design is safe or not (how to check it is less than allowable stress)? Do I need...
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RE: STADD Pro RC Designer
The general approach used in the column design is very similar to the one you will find described in section 3.7 of the Technical Reference Manual. Though that section is described for the ACI code...
View ArticleRE: design columns
Meesha Patel,Your question:I AM DESIGN A COLUMN WITH USIGN A P-M CURVE...AND SAME COLUMN DESIGN USING STAAD PRO ..AND I AM COMPARE A RESULT. STADD USING A ITERATIVE PROCESS FOR FINDING A PERCENTAGE OF...
View ArticleRE: design columns
You wrote:Method:-1) Do not consider2) Consider effect as per 25.3.1WHEN I AM CHOOSING OPTION 1) BUT STADD CONSIDER A ECCENTRICITY.WHAT IS A RIGHT INTERPRETATION OF THIS DESIGN CLAUSE.Answer:Sorry, we...
View ArticleRE: design columns
Meesha Patel,You wrote:WHICH EQUATION USED FOR FINDING INTERACTION RATION FOR AXIALLY LOADED COLUMN..????(CLAUSE 39.6 IS 456 ) USED WHEN COLUMN SUBJECTED TO MOMENT....WHICH EQUATION USED FOR AXIALLY...
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RE: RAM SS - Transfer loads are not transferred to RAM Concept
I have seen this once before. The problem is the yellow model status light for the Ram Frame analysis.This can happen if the steel beam or steel column design is skipped because the program thinks some...
View ArticleIgnore Web Crippling - AISI
Is there a way to turn off the web crippling design check for AISI members? If members are stiffened by a screwed connection to another member or a clip, web crippling will likely not apply.
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RE: Mode Shapes using Staad.Pro
Hi, SirYou should add the "Freq--modal calc req" in Load case. Then you using the "Perform Analysis Mode shapes", and you will find the natural frequencies and mode shapes in the Dynamics of the post...
View ArticleMode Shapes using Staad.Pro
Hi everybody,I would like to calculate the mode shapes of a structure using Staad.Pro.When I try to calculate them using the "Perform Analysis Mode shapes", in the post processing mode I am note able...
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RE: RAM SS - Transfer loads are not transferred to RAM Concept
Thanks Seth,I've changed my steel columns to equivalent concrete columns.Now I'm getting this error message:
View ArticleRE: Staad Pro V8i and Staad Foundation Advanced Versions
HelloThe company policy does not permit Admin access to individual PCs. As a result, the users do not get the STAAD News. Further the login rights to SELECT server remains with IT. In such cases please...
View ArticleStaad Pro V8i and Staad Foundation Advanced Versions
If anyone can help, I need to know the Staad Pro V8i released versions after Staad Pro V8i (Select Series 3) Versions 20.07.08.20. And Staad Foundation V8i Version 5.3. Please help. Your help is well...
View ArticleRE: Cannot Select Beam in STAAD.Pro V8i
The issue might be related to the slight difference in member joint coordinates, say:JOINT COORDINATES1 68.7077 134.095 -0.40239; 2 68.7077 135.595 -0.402392;where Z coordinate has tiny difference.
View ArticleCannot Select Beam in STAAD.Pro V8i
I have a model of a steel platform. There is one column member that I cannot select by clicking on it. I can drag a box around its mid-point and select it. I can even select it using commands such...
View ArticleWeb stiffener in STAAD...especially dear Sye.
Hello.First of all, I searched before asking and find similar topic discussed before. http://communities.bentley.com/products/structural/structural_analysis___design/f/5932/t/89863.aspxActually, I...
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