section
50*30*2 steel c channel (h.d.g) i want to assign this section to a beam but i cant find this section ... if not present in staad sections then how i create that section?
View ArticleModeling Roof and Floor Diaphragms in Staad Pro V 8i
A few questions:1. Is the only way to account for the lateral stiffness of a steel roof deck or checkered plate floor by modelling plate elements and assigning a stiffness, or can the MASTER/SLAVE ZX...
View ArticleGet Load and Factor for load combination case
Hello,I'm trying to use the function load and factor loads for combinations but I get an error. Anyone can help me??(Please visit the site to view this file)
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Question about Wind Load Definition Training Video
I do have a question regarding the Generating Wind Loads video lecture under "Designing Steel Buildings with STAAD.Pro" on the LEARNserver.It seems to me that there is an error at 05:00 min in the...
View ArticleResponse spectrum analysis procedure
Hi,I am trying to do the response spectrum analysis based on the site specific spectra.I have seen the help in Staad pro for the same.I would like to know if there is a step by step procedure by...
View ArticleIncorrect results for accidental torsion.
(Please visit the site to view this file)I wanted to verify correctness of options in STAAD for generating Torsion as per clause 7.9.2 of Indian Standard IS:1893(Part 1):2002.So I created an STAAD file...
View ArticleRAM Insider Skills Special Interest Group (SIG) Virtual Meeting on April 28
Mark your calendars to join Ann Marie Garko-Hill online Thursday, April 28, at 1 p.m. EDT for the next RAM Insider Skills Special Interest Group (SIG) meeting. The meeting will include a technology...
View ArticleRAM SS - DataAccess to Create DXF Framing/Foundation Plans?
Can you use DataAccess in RAM SS to automatically create DXF Framing and Foundation Plans using the functions in the RAM Manager that creates DXF files? Ideally, I would like to have a macro that...
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Studs keep disappearing from composite deck design
I have been working on a composite deck design for several months. The building has passed permit and is about to be issued for construction. So far, I have had no problems with it. All beam designs...
View ArticleRAM Connection issues
Hi Im working on a building design in STAAD Pro and, Im trying to design the connections using RAM Connectios but when I choose a connection a message appears saying that "No connections have been...
View ArticleREFERENCE LOAD
Dear Members,I read several posts on reference load and even Tech Notes http://communities.bentley.com/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/4014 But...
View ArticleStorey Drift Calculation in Response Spectrum Analysis for STAAD Pro
In the video : Response Spectrum Analysis as per IS1983 in Staad Pro. V8i (Dynamic Analysis) by Mr.Anand Paul, it shows Storey Drift can be calculated using Response Spectrum But when I tried...
View ArticleSTAAD PRO STATIC SEISMIC DEFINITION - EURO8-2004
Hello all,I want to ask about is there any possible method to input static seismic definition with (EURO8-2004) code in STAAD PRO ... it is possible to input its response but I didn't find a way for...
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ERROR IN SOLVER
Hi,I have done one STAAD model using (SS6 version). Before refinement of meshing the no of plates created was (24000). During that time i am not getting any error. Buckling and stress analysis were...
View ArticleColumn and rafter members are not designed.
Anybody kindly tell me why my members with property 31 & 32 are failing, while the other members are getting passed.STAAD SPACESTART JOB INFORMATIONENGINEER DATE 23-Apr-16END JOB INFORMATIONINPUT...
View ArticleIs there a way to get the plate material density using open staad ?
I'm trying to develop the macro for automatic bill of material generation.I’ve been stuck at getting plate properties.Thickness is ok. I'm using ".Property.GetPlateThickness"But I can't find a way to...
View ArticleSystem Memory (RAM) is under utilized. Is there a way to assign the maximum...
Hello Everyone,I am working on structure which has lot of plate elements and is normally taking approximately 2.30hrs to finish one complete cycle of analysis and design. While the analysis is running...
View ArticleRAM Elements: Modeling Cracked Wall Section
In RAM E, cracked sections for beams and columns can be easily modeled using the Ig factor. How about for the shear walls? Is there a way to input the effective moment of inertia of the wall section?...
View ArticleRAM Concept Minimum Code Reinforcement
Dear RAM Concept team,I am designing a slab to the Eurocode.I have a uniform mat on top and bottom (User reinforcement) with an amount of reinforcement larger than the minimum required -chapter 9.3.1.1...
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