RAM Concept Deflection
I am wondering if there is an example with detailed calculation on how the Concept calculates the deflection especially for long-term deflection.
View ArticleSeismic analysis of Steel structure -reg
Sir,A test facility consist of a 2 floor steel structure and on the steel structure a box type steel structure (tank like) is mounted on its 2nd floor (top floor) for some components testing.My...
View ArticleDiscrepancy in design of shear connection through Ram Connection software
Dear Sir/Madam, We as a Technipfmc limited using your softwares Staad Pro and Ram Connection.There is a discrepancy in the design of Shear Connection in same version of Ram Connection(Ram Connection...
View ArticleRam Connection Standalone: Anchors in Invalid Positions
Ram Connection Standalone: In a double angle connection to a column flange, using (2)L5x3x3/8, long leg on supported member, bolted to beam and welded to column flange, I get an error of 'anchors in...
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Steel Design Report shows zero value
Dear Engineers,I have done interactive steel design using EC3 code,After design i take report in that it shows only zero...why values coming like that i do not , also i design using other codes it...
View Articlehow to do deformation compatibility in ram ss
Hi everyone,I am new in using ram ss. Is ram ss capable of doing the deformation compatibility provision of UBC 1997?Justin
View ArticleMost of my beams and some coloumns in this attached file fails showing,...
WARNING:Section fails while designing section: 0.0 mmExceeds maxm. permissible tensile steel %
View ArticleBEAMS and columns failure
Section fails while designing section: 0.0 mm WARNING:Exceeds maxm. permissible tensile steel %please help me on thisSTAAD SPACE DXF IMPORT OF PLANDXF.DXFSTART JOB INFORMATIONENGINEER DATE 31-Jan-17END...
View ArticleError in the modelling. Opening error in meshing
Dear Sir/Madam,I am experiencing a typical error while modeling the structure in the Staad Pro. After meshing i selected the polygonal opening but when i applied for the opening it shows error in...
View ArticleSTRUCTURE WIZARD NOT SHOWING UP
When I tried to open the Structure Wizard, nothing is showing up at all and when i tried to close staad, it said that there is an open program using it so I guess I'd really opened it. I tried to do...
View ArticleHow to extract the minimun/maximum bending moment of a member in high-version...
In low-version OpenStaad, the minimun/maximum bending moment of a member can be extracted by using "oSTD.GetMinBendingMoment SelBeams(MemNo-1), "MZ", I, TempMaxVal" VB Syntax and like this. But now In...
View Articlehow to create a cantilever slab without using slab or meshing ?
please elaborate that how to model a cantilever slab in staad w/o using slab/meshing etc. but beams only. plz attatch a std. file if possible.
View ArticleHow to create dummy beams in staad to create a cantilever slab?
please upload an std. file if possible.
View ArticleCould anyone explain this reinforcement details?
(Please visit the site to view this file)
View ArticleI had made a truss model & its shows warning message how to remove & solve it...
STAAD TRUSSSTART JOB INFORMATIONENGINEER DATE 11-Mar-17END JOB INFORMATIONINPUT WIDTH 79lUNIT METER KNJOINT COORDINATES1 0 0 0; 4 0 0 10; 5 2 18 2; 6 8 18 2; 7 8 18 8; 8 2 18 8; 9 2 24 2; 10 8 24 2;11...
View ArticleExperimental strain-stress on fabric membrane structures
I am a master's student in Civil engineering at Najafabad Azad University, and I am doing research on "fabric membrane structures'' as my master's thesis. I used Oasys GSA for form finding and...
View ArticleSTAAD-Pro Help: Bracing design in steel structure
Hi there,I have few queries regarding bracing design in attached STAAD models; which is basically a structural steel frame supporting supporting PV panels.1. In file named "Model_Tension only assign"...
View ArticleModeling a plate girder
Hi,Could you please tell me how do we model a plate girder in staad pro.?Thank you.
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Customized analysis results output
So I was wondering if there is a way to get this table but for each member in the structure rather than for the whole structure. No one is interested in visiting the Results Setup>Range Tab to...
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