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Staad Base reactions are differing
Hi,I am facing a problem with reference to the Staad pro v9i SS6. Please help in solving the same if its a known bug or a workaround is available.I have imported the load data for seismic in all 6...
View ArticleMember Release
Good Morning,I had a question regarding multiple members that meet at a support. In my attached STAAD model I have a truss with a pinned end and roller end. At the pinned end the bottom chord member,...
View ArticlePodium Design
Happy Friday,I am currently designing a building that has 4 stories of light gauge framing on top of a post-tension concrete podium. The diaphragms above the podium are also assumed rigid, and we are...
View ArticleWIND LOAD
Hi,I want to calculate the wind forces on an open fence of steel rod and tubes with height 3 m.In staad, i,m selecting the lattice framework option. Is am I doing this correctly ?
View ArticleAS3600 Creep Factor
Hi Karl,As per AS3600 Amendment #2, ratio of k3(7 days)/k3(28 days) = 1.326. Design creep coefficient as per AS3600 after 30 years for a 200 thk. interior 40 Mpa slab, loaded at 7 days = 1.326 x...
View Articlesteel framed structure
Hi please anybody give a design example for steel framed shed design as per BS code.wind speed=86km/hL=11m W=4.5m H=3.4mL=( 5m+6m)please give me its footing design also
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STAAD Modeling Help
Dear Engineers, Kindly find the attached images of STAAD file . Kindly validate the STAAD file as per the comments in the images. STAAD file also attached for your reference .The model is created to...
View ArticleAdding staircase in building.
hello everyone,i m currently working on a g+5 building,i want to add staircase in building. But i don't know how to do it. any suggestions are welcome Thank you
View ArticleDynamic Analysis for Recriprocating Compressor
Dear friend,I am currently designing dynamic analysis for recriprocating compressor. Dynamic load for this machine consist of horizontal load, vertical load, horizontal couple and vertical couple....
View ArticleRAM SS Concrete Beam: Cantilevered stub beam off concrete wall
I have modeled a cantilevered stub concrete beam off of the corner of a concrete wall. When I get to the Concrete Beam module I get the design warning stating "Bottom Reinforcement: Continuous bottom...
View ArticleVBA Load Input File
Hi all,I currently have a VBA script in Excel which produces an input file as a .txt which I manually copy into the editor.Is there a VBA command to load up an input file within Staad? The end of my...
View ArticleI provide Member offset and Beta Angle in case of column only.
In my staad model, I am provided member offset and beta angle to columns instead of beams, for the purpose of actual alignment of beams and columns. I have no hesitation about beta angle, but in case...
View ArticleSTAAD Foundation Advanced
Hican you pls confirm the latest version available for STAAD Foundation Advanced as on today? Also, the link from where it needs to be downloaded for middle east region.Our ICT has login details but...
View ArticleConcrete Design RC (BAEL 91)
Hello,I’m trying to calculate a concrete structure with BAEL 91 and program indicate some fails when I tryi to calculate columns:First say: Axial force too small. Column design not appropriate. (I...
View ArticleHow can I design railway bridge gusset plates in LIMCON/ RAM or any other...
Usually what we have in a through truss type railway bridge is 5 members converging at a single point so, we have five forces. Now what module does Bentley have in solving these problems and get the...
View ArticleModes
How do you set the number of modes to be calculated when you ask for modal analysis? I get results for only six modes by default.
View ArticleSection Properties
please help me!! To copy the table section property to excel by any method known visual basic?I'm working with macros in Excel and want to copy that information to someone who can help me.
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ISM - Revit to RAM
I'm trying to test the inter-operability of Revit models into RAM throught ISM, but every time I try to create a new respository, it seems to get stuck on the export bar indefinitely...I'm using Revit...
View ArticlePiles
How can I model driven pile supports on STAAD? I have the skin friction and lateral modulus of subgrade reaction values. Thanks in advance.
View ArticleCoordinate system for Staad.Offshore
Hi,I am using Staad.Pro V8i (SELECTseries 5), Version 20.07.10.66 and Staad.Offshore version 3.0.2.0.I am trying to generate the motion loads on a Staad.Pro model using the Transport Module of...
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