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Designing only some (not all) members in RAM Elements
Oliver Thiessen
Is there a way to design only a few members in RAM Elements? In my case, I imported floor framing from RAM Structure System into Elements in order to determine chord and collector forces. Consequently, I still have all the gravity members in the model…
16 days ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RAM Frame and NBCC 2015 4.1.8.11 4)
Peter Rymal
Hi, Based on NBCC 2015 4.1.8.11 4) single storey buildings with steel or wood deck as diaphragms can have a higher fundamental period compared to 4.1.8.11 3) as seen in the snap below. However, in the current RAM frame the Ta is only based on clause…
10 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
WARNING: DESIGN OF SECTION FOR MEMBER # FOR PLATE SECTION
RAVI KMR
Hello, I came across with an issue, could you please help me. I need to use plate member for stair stringer, Staad is showing errors for the analysis of the member. WARNING: DESIGN OF SECTION FOR MEMBER # Please help me how to rectify the…
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
ERROR IN COLUM DESIGN IN RCDC
Falcon X
WHEN I CLICK ON AUTO DESIGN (WHILE DESIGNING COL) IN RCDC THIS ERROR SHOWS HOW TO SOLVE IT? I USED .accdb FILE FROM ETABS V19. Item has already been added. Key in dictionary: '0' Key being added: '0'
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 Reduce Development length of bars in the beam by using RCDC
Sulaiman Ade
Hello Everyone How can I reduce the development length bars in the beam (Figure 1-1), I'm running to get a result like this beam (figure 2-1) Figure 1-1 Figure 2-1
Answered
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
Mton/Cm to Kn/m
Sulaiman Ade
How do I change Mton/Cm to Kn/m
Answered
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Error when importing from RAM Frame to RAM Connection
Skylar Calhoun
Hello, I received this message when I went to import my RAM Frame analysis to RAM Connection. I noticed that my load combinations did not appear in RAM Connection, and I was puzzled why. I found that I could generate my loads, but my base plate design…
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Similar models showing very different results (Beam end forces, displacements, base pressure...)
Sebastián Pedraja
Hello, I´m designing two small guardhouses in STAAD.Pro V8i SS5, both are RC structures with slab foundations, they are almost equal in principal geometry, loading and sections, the only thing that changes considerably from one model to the other is the…
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Problem modelling plates on top of beams for elevated steel water tank
SUJAY H M
I am trying to model a Elevated steel water tank with bracing for analysis in STAAD.Pro. While modelling the structure I've encountered a problem and would like your help. The problem is: While the beam offset works perfectly for modelling a beam…
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RAM Elements Models From Users Around The World
Seth Guthrie
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD | ADINA Wiki
UC Ratio problem
arul mani
warehouse.zip wind calculation also in that folder.... try to fix this probem guys
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Error while importing dxf to section wizard in Staad Pro from AutoCAD
Daisy Shah
I am analysing an RCC box girder for which some peculiar tapered sections have to be created. I created a tapered rectangular section in AutoCAD 2014. I used polyline to create the 2D and then extruded it to make it a solid 3D section. Now when I import…
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
how to get the loadings details in report????
arul mani
I have got my report, but there is no loading details like dead load, Wind loads and all... In report settings i have added Loadings, but its not showing.... Wt to do???? i want to see other load details. How to get that details?
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Barras armadas comprimidas Grupo IV y V
Cesar Chiaro
Hola; Necesito saber si es posible generar barras según las define el reglamento CIRSOC 301, como Itipo Grupo IV y Grupo V en RAM, como se ven en la imagen del link. https://www.google.com.ar/url?sa=i&rct=j&q=&esrc=s&source=images&cd=&ved=2ahUKEwjp8…
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Job opportunities in Qatar for engineers
Morgane Martinez
A prestigious public company in Qatar is hiring engineers : They urgently require the following professionals- MINIMUM 7 YEARS EXPERIENCE DESIGN DRAINAGE Foul Sewer Engineer Hydrologist Senior Planning Engineer Senior…
over 10 years ago
Everything Else
Everything Else Forum
PDF
Screencast 002 - RAM Frame Pseudo-flexible Diaphragms
Jason Coleman
How to use pseudo-flexible diaphragms in v12 of the RAM Structural System.
Screencast 002.pdf
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over 15 years ago
Peer Files
Jason Coleman's Files
PDF
Screencast 001 - RAM Concrete Shearwall Design
Jason Coleman
Text of the Bentley Structural Team's Screencast 001, which is a brief overview of the new Concrete Shearwall design module in the version 12 release of the RAM Structural System.
Screencast 001.pdf
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over 15 years ago
Peer Files
Jason Coleman's Files