Columns as lift shafts
i am trying to analyse a building which has lift shafts. i am making the lift shafts as column element and giving the beams that rest on it a prismatic general property. can anyone explain to as to...
View ArticleTime history analysis of an elevated water tank
Hey!For a frame structure, the self weight and floor loads (acting along gravity/global Y) which are defined in the dead and live load cases are defined again in the global directions(positive X, Y and...
View ArticleManuals for Design and Detailing of RCC
This did helped me, also will help everyone too. Please do have a glance. (Please visit the site to view this file)
View ArticleIn rcc design in staad pro, in scheduled bars how it select the shape code...
In rcc design in staad pro, in scheduled bars how it select the shape code like 51,21 etc for each bar?
View ArticleRAM reinforcement chapter 7.3 eurocode
Dear RAM team.I am doing a RC slab design following Eurocode 2. When RAM says that a reinforcement is required according to chapter 7.3, does it mean 7.3.2?Because when I check my crack width for the...
View ArticleWind Loading for Open Structures
Does anyone know a way to apply wind loads to only certain members of an open structure? I know there is a work-around for this when analyzing closed structures, but I am hoping there is a way to do...
View Articlesize appears different while defining properties of a section
sir, when i go to GENERAL>PROPERTY>DEFINE and define values, it gives me some other values of sizes, what should i do? you can see my image file for more understanding. thanks...
View Articlefooting slab on piles modelling using Ram Concept
Hi there, I modelled a square footing slab on 4 piles using Ram concept "mat foundation", and found the results for the reo are conservative compared with RAPT's. So should I try using suspended floor...
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Incremental Deflections in RAM Concept
Hi,Firstly thanks a lot for your active forum.I want to know how to get the incremental deflections plot in RAM Concept. It is defined as the deflections that occur after the installation of brittle...
View ArticleDrafting Ease
I have designed a Belt Conveyor Platform using Stadd Pro, this structure is huge and need lot of time to for Fabrication Drawing. The model is attached just for Reference.(Please visit the site to view...
View Articlewhy select series 6 is giving different design ratio than select series 5?
select series 6 is giving different design ratio than select series 5. I am attaching the staad input file can any one can help me in this regard.STAAD SPACESTART JOB INFORMATIONENGINEER DATE...
View ArticleSeismic Analysis
HiJust wondering if there is any white technical papers available that icludes step-by-step modelling and analysis procedure for seismic analysis, ideally for steelwork and RC buildings. Ideally...
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Number of Basic Load Cases
In the STAAD.Pro V8i output file under the Job Information section, it gives a "Number of Basic Load Cases" of -2. I have noticed this before but have never been able to figure out what it is...
View ArticleRAM Foundation - Overstrength Factor
California Building Code requires that foundation reinforcement must be designed using overstrength load combinations (section 1616.10.14). When I include the overstrength combinations in the "Custom...
View Articleram modeler - roof parapet wall
The building I am modeling has a slightly sloped (2 degree) roof with a 2.5' tall parapet wall on 3 sides. I thought it would be as simple as adding a wall on top of the roof and then simply changing...
View ArticlePLATE SELECTION VIA OPEN STAAD
Dear All,I am not able to select Plates using OpenSTAAD.I have created group "aaaa" for for some plates.here is codeSub Main() Dim objOpenSTAAD As Object Dim aaaa As String Set objOpenSTAAD =...
View ArticleHow to validate STAAD.Pro Analysis Result by Hand Calculations IS 456 2000
I do know manual verification methods and want to know exactly how to validate and verify RCC Design by using IS 456 2000 code in STAAD.Pro V8i SS6 & details of method like matrix method or portal...
View ArticleHelp with structural analysis
Can anyone help with plastic analysis of beams and frames ? I am a student and severely struggling with my assignment. I have been reading text books and watching videos to no avail. Is there free...
View Articledirect analysis method using aisc360-10
when i design steel using direct analysis method the code requirements that i must factored the combinations including notional lads by 1.6 my question does staad handle the 1.6 factors automatically...
View Articlehow to remove the warning ??????????????? and i m having high deflection...
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 06-Mar-16END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES10 2.5 0 2.5; 11 13.5 0 2.5; 12 24.5 0 2.5; 13 35.5 0 2.5; 14 46.5 0 2.5;15 57.5 0...
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