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wind definition - main building data parameters STAAD
Hello all , while defining wind definition using AISC code, in the main building data tab there is a parameter called natural frequency and building damping ratio, I am having some difficulties on...
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STAAD query for AISC code check (Eq.H3-8)
(Hello, SirI am using the AISC 360-10 code to design the Angle section tower in STAAD.Pro.In my model, one member failed to check for clause Eq. H 3-8, but the design force is very small.So I want to...
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ISM is showing "not installed" insider RSS
Dear friends,I have ISM (V11.1.1.4) and RSS (17.00.01) installed at the same computer and when I open RSS to use the ISM and it shows "not installed", see bellow:It is working with Staad and Revit.I...
View ArticleReg: warnings in Tube moment connections
Hi,As RAM is going to implement the tube moment connection (End plate) now, I am triing to do it in limcon. But i am getting a message as mentioned here.WARNING: This connection does not satisfy all...
View ArticleReg: Warnings in tube moment connections
HiAs RAM is going to implement the tube moment connection (End plate) now, I am triing to do it in limcon. But i am getting a message as mentioned here.WARNING: This connection does not satisfy all...
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RESPONE SPECTRUM ANALYSIS
Here is the ouput of Response Spectrum Analysis which i performed.What does the Modal base actions(forces and moments) signify?Although the design seismic coefficient in z-direction =0 but force is...
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how do you place a composite steel deck placed on steel joists
Hi I am trying to model a composite steel slab that will be placed on steel joists.. I am not sure how to model the composite deck, As far I have been able to place the steel joists, but I am unsure on...
View ArticleUser Macro in QAT
Is there a way to add a user macro to the quick access toolbar (QAT) or the quick commands (the one that pops up when you hit spacebar in the graphics window)?
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RC beam design ACI 318-05 -different required RFT
Dear Why am I getting different reguired steel?It seems Input parameters are same (ACI 318-05 M).communities.bentley.com/.../2605.model.txtRegards,
View ArticleACI 318-05 Kz=2
Dear,How to define parameter Kz (buckling length-since column is of 2 analytical members) for column design as per ACI 318-05? This parameter seems is not available. As per ACI 318-14 it is there.Regards,
View ArticleRHMO as per ACI 318-14
Dear,I want to design wall as a strip column (min rft 1%), but with min rft percentage for wall (0.15%). As per ACI 318-05 there is RHMO parameter to do that.But as per ACI 318-14 there is no such a...
View Articlestaad pro_Fixed But Support vs. Foundation Support
Sye,You have a very informative presentation in how to model a plate support, now I would like to know exactly the difference between the foundation support vs. the fixed but support for a plate or mat...
View ArticlePasar de revit 2019 a ram elemens
Estoy tratando de exportar un archivo de revit 2019 a ram element, descargue el sincronizador que me solicitaba pero no logro abrirlo en ram. Tendrias una descripcion paso a paso para realizar el...
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RAMSS ISM
I am trying to export RAMSS model t the ISM but it tells me that ISM is not installed, Although I can Export/import models between the ISM and STAAD.Pro without any proplems . Can someone help me fix...
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CRITICAL LOAD COMBINATION IN RCDC
in my design i designed a column and when I checked the member forces ( axial force, bending moment along both axes) to see which load combination rcdc chooses to design this column. i checked member...
View ArticleFloor Diaphgram and Moment Release
communities.bentley.com/.../0245.struc.STD1) After applying floor diaphgram i am getting following warning*WARNING- ZERO STIFFNESS IN DIRECTION 2 AT JOINT 32 EQN.NO. 188***WARNING -...
View ArticleSTAAD.Pro and ISM limitations
Is there any wiki or Document where I can find what are the limitation between STAAD.Pro and ISM . I mean what Can import/export between them. For example I can not import composite slabs or steel...
View ArticleSoftware Initialisation error
I installed staad rcdc for staad prov8iAfter installation when I am going to open the software after initialisation and setting up the system for several minutes it is not ending.
View ArticleRC Two-way Slab Long-term Deflection
Hi all,I'm studying a two-way RC flat slab for a parking garage. 10" thick, 6000psi concrete, 10psf SDL and 40psf LL. The 5000-day deflection is 3" under 1.0SW+1.0SDL+0.25LL for a 30'X27' interior...
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Staad.Pro Section Database Manager doesn't save inputs
Hi everyone,I have a common problem. When I try to input new sections using the Section Database Manger, randomly, some inputs are not saved. Whether is the complete row, or just some values.To add a...
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