RAM Sbeam Update
Has RAM released an update to SBeam past version 5.01? If not, can it be found in RAM elements?
View Articlecolumn property
This is my first project in Staad. I'm confusing while providing column property . It shows following errors1. Reinforcement % Exceeds Maximum Limits.2.Iteration Exceeds 5003. Nominal Shear force...
View ArticleHow to change the resistance factor for LRFD of AISC 360-10?
How to change the resistance factor for LRFD of AISC 360-10?
View ArticleWhat is the correct sequence of performing code check as per IS:800 2007 LSD?
Hello Friends,Lately, I was defining code parameters for steel design as per IS 800 - 2007 LSD and found that there is an option for adding the parameter "before current one". It made me wonder what...
View ArticleHow to assging uder define Z section as purlin
SIr how can i define user define Z section as purlin.User table that you told me doesn't have that option.For example,i want to define and assign Z 150x65x1.5 with rips in milimeters for shed design
View Articleerror while analysis of pushover
Hello sir/Ma'am,Good Afternoon, i have got some issue with the while pushover analysis,ie i was getting contiously error of mass participation should be more than 75% WHAT IS THE SOLUTION FOR THIS...
View ArticleCreating build-up section consists of Double Tube Section
Dear Sir, I am designing a lightweight steel structure that required creating a build-up section from 02 200x100x5 RHS Tube section on top of each other vertically (final member dimension: 400 depth...
View ArticleValues shown on selecting load combination in STAAD pro are different from...
I am attaching a file here to clear my question. I have applied a load of 70 kn in self weight and 48kn in snow load and i have several load combos. Question is that while i select my first combo i.e....
View ArticleSupport Reactions Sign Convention
Hi,Could you please tell me about support reactions sign convention in the staad output file?
View ArticleGrillage Model for Elevated Ramp - Torsional Constant
I am modeling a grillage for an elevated ramp and have been following instructions from couple of textbooks. In order to define the transverse diaphragm members I need to define two section properties...
View ArticleELASTIC MAT with convex polygon requirement but Influence Area changed
Hi guys,I have a small ground bearing foundation here BUT with very odd base support due to pre-existing obstruction.modelling method - finite elementsupport type - ELASTIC MAT DIRECT Y SUBGRADE xxxxxx...
View ArticleCompression-only spring
How to apply compression only spring in Staadpro, please?I tried the ways given in the help file, but it did not work. My understanding is that I have to assign a spring to the nodes before I can...
View ArticleINSTABILITY AT JOINT ## DIRECTION = MY, MX
Hi.I'm currently working on a 24m-weighbridge platform.However, the initial output resulted to several instabilities.I have eliminate the instabilities but could someone guide/enlighten me how should...
View ArticleRAM/Revit ISM Link
I am working on getting the ISM tool to work properly for our office workflow (fun stuff, I know...). I had little trouble starting my model in Revit and importing to Ram. The trouble begins in Revit...
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Unable to create host MainForm
Hi,kindly find the error message attached when I try to create ISM repository from staad pro v8i. My version of staad and structural synchronizer is attached with for your reference. However I am able...
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RAM Concrete Beam: Significant Positive Moments at a Support
On the current project I'm working on, I have several continuous joist runs with significant positive moments at the supports. See below for an example:The supports here are concrete girders. I know...
View ArticleSTAAD.Pro V8i SS6 - How to activate/inactivate specific support points based...
I am creating a model where a specific set of supports is active for specific set of load cases, but then other support points are active for a select portion of those load cases. Is there a way to do...
View ArticleSHEAR REINFORCEMENT DESIGN FOR SLAB IN STAAD PRO
Hello guys , I got a problem to deal with shear reinforcement design for slab in staad pro.. actually I want to design a slab of thickness of 900mm and for this thickness, theoretically there should be...
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Against a same Load why Beam Reactions are varied?
Hi,I create two simple frame of same RC beam properties with same load, provided dist. member load -1 kip/ft on beams only.The 1ST RC frame consists of Shear-wall, Column and Beam when 2ND RC frame...
View ArticleTotal axial force in the physical member.
Hi,Could you please confirm the following understanding of the Staad results,The total axial force in a column(physical member) is equal to the sum of all the analytical member axial forces. Or is...
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