Design of a steel structure according to IS Code
In the file name 6.9.16 1 Table section, I assigned the property taken from the table (From section database-PIP1524M). For this property, the beams (No's- 4945 to 4948, 4927, 4929, 4933, 4934, 4914,...
View Articlestaad pro help manual
i want staad pro help manual . whatever given in manual i need in pdf form. can i get it
View ArticleDeflection check for T-Beam Girder
When i analysis a T-Beam girder with prismatic properties the deflection value coming less than a general T-Beam , Analysis with General properties. Why ?
View ArticleRAM Elements Updates?
Are we to expect RAM elements updates any time soon, or have they stopped? I know STAAD(X) has been pushed out, but what does that mean for Elements? The last update available was 11/2015.ThanksTim
View ArticleSTAAD.PRO Moving Load Generator Warning
Good Morning!I have attached my STAAD 2D model of a truss with a moving load generator which when run is giving me an warning message. The warning message reads "No Members in specified Vertical...
View ArticleInstability at joints
I have 1 warning that I cannot resolve, Please, any suggestions?STAAD SPACESTART JOB INFORMATIONENGINEER DATE 02-Sep-16END JOB INFORMATIONINPUT WIDTH 79UNIT METER KGJOINT COORDINATES1 0 0 0; 2 0 0...
View ArticleVertical Forces from Shear Walls on Elevated Slabs in Ram
In the case of a multistory building with a Podium level and several stories of wood framing above, I want to be able to capture the effect of the vertical reaction components of the wood shear walls...
View Articlemoment of inertia
I calculated the moment of inertia for tube4002008 mm 10288cm3 but it is quite different from the given value in STAAD property table.I know the formula BH3/12 -bh3/12 . kindly answer me as soon as...
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"Staad Pro is not able to connect to the licensing server"
Hello Mr.Rajat,We are unable to understood Staad-ProV8i error that "Staad Pro is not able to connect to the licensing server".Please resolve the error.Please find attached screen shot for more...
View ArticleSTAAD FRF (Frequency Response Function)
Hello,After reading the latest "Design Guide 11: Vibrations of Steel-Framed Structural Systems Due to Human Activity (Second Edition)", it calculates FRF (Frequency Response Function) using a...
View ArticleRAM SS defect updates
Trying to follow up on the following defects affecting design and reporting. These do not appear to have been corrected in the latest release. Any update on anicipated fix?Defect #215695: ACI 318-05...
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Column-Beam Flange Haunch Moment Connection
Dear Team,I have modeled Haunch moment (Column-Beam) connection in Ram connection version 11.0 (stand alone). I can run this connection with BS 5950 code but if I change design code to AISC ASD or LRFD...
View ArticleDEATILING IN STAAD PRO?
Is there any option for detailing of bars while RCC design of building in Staad pro as that of ETABS?
View ArticleWhich of Bentley's Product do the design of Anchor Bolts according to ACI 318?
Good AfternoonI need to know: Which of Bentley's Product do the design of Anchor Bolts according to ACI 318?Best regards,Pablo Mata
View ArticleBuilding Weight for Seismic Calculations in Ram
I have a model in which the sum of the diaphragm masses listed in the Frame module table does not equal the building weight used for determination of the seismic base shear once the analysis has run....
View ArticleHow to attend live training sessions?
Sir I have registered for the course STAAD pro Advanced Analysis Engine,having registration order ID 199272. I was also been confirmed for the course via email but sir I could not find the join link...
View ArticleSTAAD CODE CHECK NS3472 VS EC3
HiI am designing unique steel structures for the offshore industry, mostly with box sections.In the old days we have used the Norvegian code check - NS3472, together with prismatic sections and...
View ArticleCode check results for each load combination
Dear all,I'm relatively new to STAAD.Pro and having a bit of an issue with displaying code check results.Once I run the analysis and code checks, I look at the ANL file and only the code check...
View ArticleImporting .dxf files with curves (arcs/splines) into Ram Elements
I have an odd shaped structure (sort of a canti-levered ground supported canopy) that i modeled in Revit, exported to a dxf and i want to import that into Ram Elements. It doesn't seem to want to do...
View ArticleHow to add surface loads to seismic weight?
Hi,I modeled a floor using surface elements and loaded it with surface loads (for my dead load, etc). Now I need to capture the dead loads into the seismic weight when I do my seismic load definition...
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