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non linear Cable analysis
Tirumala
Hi, Can u explain anyone What is the meaning of REFORM 1 KGEOM 1 in non linear cable analysis what if i keep 0 instead of 1 " REFORM 1 KGEOM 0" Thanks in advance
2 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
*** ERROR *** ABOVE COMMAND IS NOT RECOGNIZED. LINE IGNORED. anyone plz help me
harshvardhan pawar
*** ERROR *** ABOVE COMMAND IS NOT RECOGNIZED. LINE IGNORED. i cant understand
Answered
5 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Design of Composite structure as per Indian Code
Vinay N
Hi Team, I want to design a Deck concrete slab with Steel frame (Composite building) for one of the Indian industrial project in Staad Pro connect edition using Indian code or American code. Please help me out on how to do and share if there are any…
over 1 year 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
COLUMN CAP CONNECTION DESIGN
zeeshan haider
Moment at end of beam are 14132 Kip-in ( 1177 Kip-ft) when I design connection they moment considered are 1075.5 Kip-in (89.63 Kip-ft). why moment and forces are taken less then actual in Ram connection. Screenshot are attached.
Answered
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
I have a school code from our college, How do i convert student licence version to Licence version
Rakesh Kumar
I want to convert student licence version to Licence version
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
WARNING- THE AXIAL COMPRESSIVE STRESS EXCEEDS THE EULER STRESS FORMEMBER
Sangram Mohanty
Dear team, I am getting an error, for that I am attaching the model Steel Bldg.std please check & let me know how I can resolved this issue. And what are the things I need to keep on when I designs to avoid these types of errors. Kind regards…
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
CE UPDATE 7 VS SERIES 6
Design Can Change The World
Hello, Here I m going to the attached model of my building and my problem is that when I ran this model in series 6 and staadpro ce update 7 after the analysis I'm getting the different results of R/F. you can check out the result for beam no. 149…
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
How to design the RCC Inclined beam In RDDC ?
Irfan Ahmad
I have a issue to design the rcc slope beam in rcdc because beam level is varying +8.5 m to 9 m and either i select +8.5 m level or 9.0 m level, rcc slope beam is not shown in rcdc . please advice how to design the inclined beam which level varying in…
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Not a valid "Column base (CB)" joint
Dan Calabro
I am attempting to assign and design gusset plate connections using Ram connection using data from a RSS model. When trying to assign a connection detail to a joint the error The joint composed by node "171" and members "120, 886" is not valid "Column…
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
STAAD Foundations Punching Shear Dcritical value incorrect
James Pittman
Hello, I have exported the load cases from a STAAD model to a foundation model, and I have begun the design for pile caps. However, I am getting strange values for Dcritical. I have a 48" thick pile cap, and the effective depth calculation reads as follows…
Answered
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Implemantation of amendment -2 of IS 1893-2016 in staad pro connect edition
Irfan Ahmad
Please let me know that amendment -2 of IS1893-2016 has been updated in the staad pro connect edition. inform the version of that staad pro connect edition if updated otherwise when same will be updated .
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
PAGE NO. 1 **************************************************** * * * STAAD.Pro V8i SE
saurabh raghuvanshi
can someone solve my problem ?? "staad 2d- error " can someone slove this
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RCDC Design Calculation Print
rafanan maranea
Hi Good day! I am having a problem with the printing of my Design Calculation Report, when it is already generating the design calculation report an error message pops out. See attached. Error Translation: >> Microsoft.NET Framework An…
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Structural Design as per IS 13920 in staad.
Paul Shewing
Hello sir(s), While deigning structure in staad as per IS 13920 i got following Note in output. NOTE :- SOME OF THE BEAMS CONNECTED TO THE COLUMN NO. ** ARE NOT DESIGNED. ONLY SHEAR FORCE FROM ANALYSIS WILL BE CONSIDERED FOR SHEAR DESIGN. Please…
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
Dummy beam
Sulaiman Ade
Hello Everyone. I create a dummy beam with density=0 and E=0 (Figure.1) then I assign the beam (Figure.2) then Staad Error occurs( ***ERROR*** MATERIAL NAME MUST NOT CONTAIN ANY BLANK SPACE )(Figure.3), What is the solution?
Answered
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
How to create a cantilever slab by using the Physical modeler?
Sulaiman Ade
How to create a cantilever slab without beams in the Physical modeler in STAAD connect edition?
Answered
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RCDC Detailing Failure
Kunal Jeena
How to rectify this failure known as 'Detailing failure' in RCDC
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Can I design a Continuous two slabs by using RCDC STAAD?
Sulaiman Ade
Hello Sir RCDC is designed and Detailed all the slab one by one but I want to detail all Top and Bottom Reinforcement of the two-way slab once, what should I do.
Answered
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
How to Model complex Concrete building projects ?
Sulaiman Ade
What is the easiest and accurate way to modeling complex and huge Concrete building projects, Including irregular elements and the shear wall? Can I model staad building planner?
Answered
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Nodal Displacement and Member displacement and its allowable as per BS5950
Yashwant Naik
I have modelled one simple structure in STAAD PRO and found that there are two types of displacement value in post processing. NODE and MEMBER. Which displacement shall i use for comparing with allowable displacement as per BS5950 code.
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
How to simulate a building collapse on a staad pro structural design sofware.
Mukhtar Ismail
Please, i need your help, pls how can i simulate a building collapse on STAAD pro software, i am currently investigating the collapse mechanism of a structure and i am finding it difficult to simulate the progressive collapse using STAAD sofware, thank…
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RC COLUMN DESIGN OUTPUT IN STAAD.Pro CONNECT Edition
Sebastián Pedraja
Hello, I´m currently reviewing a Reinforced Building Design in STAAD.Pro CONNECT Edition and The Client asked for some information; more specifically, the Design Moments and Axial Forces for the RC Columns, so I went to look up the info in the Analysis…
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
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