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STAAD.Pro CONNECT Edition
staad connect edition
"model"
Beam Design
Bentley
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Bentley Structural
bridge deck
Concrete Design
CONNECT Edition
modelling
Modestats
plate
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Ram Concrete
RAM Steel
RCC Design Verification
rcdesigner staad.pro error
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STAAD.Pro V8i
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structural engineering
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Pedestal
Angelo Peredo
Hello, Guys! Is STAAD.Pro has this efficient transfer of force from a wide flange used as a column to a concrete pedestal both designed in a single file? Or do I need to model them separately? Another question: How can I represent a bearing…
2 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
While doing design program terminates after 165 nos checking,
Karthikeyan T
While doing Concrete deign , Program design command not completed for whols structure, it terminates after 164 or 165th member design, while i check collegue system, it was closed at 200th number, Need suggestion STAAD SPACE CHP UDANKUDI START JOB…
7 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Section Properties Not displaying in Report In Stadd Connect
Rakesh Jain
Hello Everyone ! I Have Done Analysis For Window Model Using Prismatic General Section. But While Generating Report , No Property Values i.e. Ixx, Iyy, Izz For Prismatic Section Were Displayed in Utilization Ratio Table. Please Suggest How to get…
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Staad.beava in Staad pro connect edition
Sajal Shrivastava
How should I turn on Staad.beava (bridge code) in staad pro connect edition? In the earlier version, it was easily accessible right at the startup menu as per the screenshot attached. Please reply.
Answered
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
THE COMPRESSIVE AXIAL STRESS IN MEMBER # 1049 EXCEEDS 0.08FCK AT SECTION 0.0 MM FOR LOAD # 216 AS PER CL 6.1 OF IS-13920 2016.
Anirudh
Dear All, I got lot of warnings for the beams that the compressive axial stress in member exceed 0.08fck. What is the solution for that i have got lot of warnings regarding this. Please suggest me Thanks & Regards, Anirudh
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Huge support reactions for support of shearwall (modeled using parametric)
Zuhair Ali
Why do I keep having very big reactions for the support of modeled shearwall? When i modeled my structure, the reactions was around 1900Kn but when I incorporate a shear wall (which is modeled using parametric) it shows very large reactions which is 7000Kn…
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
The analysis of a stepped column is possible or not?
soumyaranjan samartha
PDF Dear communities, Please provide me the solution or method to design & analysis the STEPPED column. For the reference, I have attached the pdf file, please check it & provide me the solution. Thank you.
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Design of Solid slab (Conventional slabs)
Sulaiman Ade
Hello Everyone For a while, I was using an Advanced Concrete Design (RCDC) for the design of a solid slab. Today I tried to learn the RAM concept for the slab designs but I saw a design of strips that had never seen before (When I was using RCDC and…
Answered
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
"OpenSTAAD" - Member weight per running meter length?
CKK Raj
Hi, Is there any option to get member weight per running meter length (either it's built-up or hot-rolled steel section) through OpenSTAAD API in VB.Net? Thanks.
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RC designer beam fail
Subin kumar
Hello , I have done analysis and tried RC designer . the columns are safe. Beam summary show fails. please help me into this . cross section of beam is large i assume. 8284.COLLEGE PROKECT.STD
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
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