Giving supports
In a normal factory shed, A truss has been support by 4 bolts. How to give in this kind of supports.Pls find the attached file to give suitable support detail.(Please visit the site to view this file)
View ArticleVBA macro for column reinf
Is it possible to extract reinforcement required in some columns by using VBA macro in a tabular format after analysis and design?If possible please guide me how to do it.
View Articlesimply suported beams modelling with offset
It is my first time using the offset tool and my question about it is quite simple. I have been modelling the simply supported beams with two models, I mean I make a model 1 with the simple supports...
View ArticleNew STAAD model from ISM repository on Projectwise
I'm trying to create a new STAAD model from an ISM repository created in AECOSIM. The ISM repository is on Projectwise. When I choose "New From Repository" I'm faced with selecting the ISM repository....
View ArticleHOW TO ASSIGN PROPERTY TO A COMPOSITE COLUMN
hi to all,im trying to model a simple steel frame and have a composite column in it, but after i run the analysis,i got this warning:***WARNING: MEMBER 8 HAS COMPOSITE PROPERTY ASSIGNED TO IT AND...
View ArticleKZ parameter in AIJ2005
Hello,In our model, for the brace, we have given a KZ and KY of 0.65. But in the steel design, the length considered is full length only.Staad is not considering the KZ and KY parameter . Can anyone...
View Articlecantilever beam analysis
For my requirement , i tried for natural frequency analysis of a cantilever beam.While analysis the model its generates the warning message, " Instability at Joint" , How does it can be rectified?Pls....
View Articlecantilever beam modelling
My requirement was to do modal analysis of a hallow tank fixed at the bottom, which is of same thicknesshence it will behave like a cantilever beam of cylindrical cross-section.So I modeled beam in...
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Relationship between shear stresses and nodal reactions.
In this simplified model, I have:(4) concrete panels, each 20' wide, 8' tall, and 15" thickThese 4 panels are stacked on top of each other, and the resulting assembly is pinned on all 4 sidesAt the 3...
View ArticleIs there any way possible tjat STAAD Pro could incorporate a thin plate...
Axial Prestress in plate elements & Form Finding Analysis
View ArticleSteel Design Mode - Eurocode version EC3 DD --> EC3:2005 ??
Hi!I would like to know if there are any update that includes the actual EC3 version the Steel Design mode. In my current version (20.07.09.21) only EC3 DD is available. (I refer to Steel Design Mode...
View ArticleHow to calculating the frequencies of a structure in the analysis together...
I need to analyze the open metal structure which is affected selfweight and wind load. How I can set in the program to take into account in the analysis of the load and the the frequencies of a...
View ArticleStatic & Dynamic, and Response Spectrum Analysis and Time History Analysis.
Is there anyone here can give me a step by step procedure on how to input this type of seismic load analysis in staad pro...if any please email me on arnel.engineering@gmail.com
View ArticleStory Drift Results Interpretation
Good Day,I am a newbie in structural engineering and I'm researching now how to interpret the results of story drift can anyone have a good heart to help me understand or enlighten me with this matter...
View ArticleSeismic Parameters for Russia
Good day to all.Tell me, please, in the analysis of seismic load what type indicated in Seismic Parameters for Russia
View ArticleRoof loading on plate elements
I am working on an open stage canopy structure and wondering how best to apply roof loads. The roof structure is going to be polycarbonate panels so there is no real diaphragm action. The panels will...
View ArticleI am using RAM SS Concrete Shear Wall module and keep getting an error in my...
I am using RAM SS Concrete Shear Wall module and keep getting an error in my wall piers.The piers keep failing according to the maximum spacing requirements of 19.5.5.4. But the "actual spacing" noted...
View ArticleSTAAD.Pro - continuous cable - intermediate supports
I am trying to model a continuous cable in STAAD.Pro. The cable (running in the X-direction) is anchored and tensioned at the ends and spans across 5 intermediate supports. Think of the intermediate...
View ArticleI can not design tapered section with AISC 2005?
Hi everyone,I am using SS5 10.65, I have tested 2 cases of tapered section within AISC 2005 ASD/LRFD.Case 1: Tapered section is a straight member, it means start depth is equal to end depth.1 TAPERED...
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