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Anchor Bolt Shear Check
Arindam Dutta
Hi, While performing anchor bolt design (Pinned type) through RAM connection V13 update 1, shear check of anchor bolt is showing as safe and loads are not considered correctly for the same when shear values entered under force type "V3". Once shear…
3 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
hello guys can anyone answer me for this point, what's different between specification beam (Release) and normal beam of the structure? the specification beam (release) will remove ?
Dragon
STAAD SPACE START JOB INFORMATION ENGINEER DATE 05-Dec-22 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 10 0 0; 3 0 5 0; 4 10 5 0; 5 0 0 10; 6 10 0 10; 7 0 5 10; 8 10 5 10; 9 1.66667 5 0; 10 3.33333 5 0; 11 5 5 0; 12 6…
10 months 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
Moment Not Transferred To Beam Ends Correctly
Peter Ranieri II
Hello, The moment in my frame does not seem to be correctly transferring to the fixed ends of the steel beams. All of the moment connections are set to a fixity of "XXX" and are lateral members. The ends do have moment values but seem to be way smaller…
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Combined footing tutorials
Sulaiman Ade
Hello Everyone Please share with me the tutorials about a combined footings
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RAM Connection - Base plate design
Nik
Does RAM always consider the Base plate to be subjected to moment (uniaxial or biaxial)? Is there no option to specify that the Base plate is subjected to only concentric compressive axial loads? The design thickness seems to consistently fail for a Column…
Answered
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
[Error] No valid joints where found within selected members
Kenneth Toh
Hi, I have designed my steel frame with wall bearing system with some internal steel columns, with beams and girders supporting a composite roof slab. I built the model in RAM structural System and after making sure i got the beams and columns designed…
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Bentley Engineering so many modules, different interfaces
Saul Cuen
Hi everyone, I just wanted to point out how complicated it has become for me the use of Bentley Engineering softwares regarding the quantity of different solutions for different tasks and for the same tasks. I currently have the Enterprise license…
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
i did program for aluminium canopy fixed at roof slab level without support and we are fixing this with heavy duty through bolt anchor of M10, and this alumnium tubes are welded and its supported by 3 brackets (mid & 2 ends),brackets
Sudesh Thangasamy
dear sir, i didnt know where to fix my fixed support to get the support reactions and wherever i try to fix it shows that shear and moment are zero and also the valuaes of the static results are different from the original support analysed report notes…
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RAM Element_Special Concrete Wall
Hazim Al
How to activate the special concrete wall feature in Ram E.? How to add special boundary and end flanges to a concrete wall in RAM Concrete? Regards.. Hazim
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
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
Design Gusset Plate Connection with Bracing Angle Above 70 Degrees
Patrick Westerkamp
I am designing gusset plate connections from a model I brought in from RAM SS. The frame from the model has bracing with and angle of ~75 degrees. As I understand, RAM Connect will not allow me to design the connection with bracing above 70 degrees. Is…
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Shear results from query dialog box and postprocessing are different, so which is correct, please help me
Sulaiman Ade
Answered
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
RAM Connection error and RAM SS
Julimar Sundiam
Why I'm having this error? I'm already done with all the connection then suddenly I got errors and need to reopen. then this report keeps popping whenever I try to assign any kind of connection. I hope I'll get an immediate report since I have a deadline…
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
UC Ratio problem
arul mani
Actually i need all members UC Ratio values. How to get all values???? Please guys guide me New folder (2).rar
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
how to reduce deflection????
arul mani
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RE: Does Ram product is applicable to use in Singapore?
Seth Guthrie
Yes, they are. These are the design codes we support in those applications. Ram Structural System Loading and LL reduction codes Steel Design Codes Concrete Design Codes IBC (and other US codes) AISC (various editions) …
over 6 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RAM Structural Systems / Frame - Design Base Plates and Connections
RFreund
How is the RAM connection module integrated into Ram structural system? We have both but I don't see how to go back and forth between them. Thanks!
Answered
over 9 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RAM Structural Systems - Bundled Rebar in Concrete Columns
Matthew Watkins
Does anyone know if/how you can model bundles of rebar in RAM Structural System? Currently I'm only seeing the equal spacing method for placing rebar within the concrete columns, but this is overly conservative when considering the bending stress in the…
over 10 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Ram Elements Ver 11.0 - OpenRETM™
James Junker
Has anyone seen the manual for the new OpenRETM file format? Is it a format that will allow me to bypass the graphical user interface to build a structure? RAM Elements V11.0 Release Notes OpenRETM™ The new OpenRETM™ is a file format that allows…
over 12 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Friday June 28th Insider Skills: RAM
Ann Marie
Click Here to see the full annoucement on our FREE Seminar series Insider skills.
over 10 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
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