RAM Concept - Reinforcement spacing too tight
Hello, I am getting familiar with RAM Concept. I am designing a 12 in. flat slab supported on columns/wallsI manually assigned two layers of #7 bars @ 8 in. However, I have some locations where RAM is...
View ArticleWhy is there no mention of the new RAM 2024 releases in the...
Several of the RAM products have released new versions this year with no detail in the Announcements forum and/or links to related material. Software Downloads appears to be the place to figure this...
View ArticleHow to set response spectrum in OpenSTAAD?
Just as title says, I couldn't find a way to input the response spectrum for seismic in OpenSTAAD. Is there a way to do so?
View ArticleCOLUMN FAILED DESIGN
This is the revised one, i put beta 90 angle in the structure to align the beams and columns.all the columns are the same, but the problem is that some of the column needed the required area steel even...
View ArticleSlanted columns
Does RAM SS transfer the horizontal component of slanted column to the diaphragm? I modeled some lateral slanted columns and I wanted to know if this is something that the program takes into account or...
View ArticleNeutral axis
Hi Pls find attachedFor the ULS/SLS1 case, biaxial bendingthe neutral axis shows as belowFor the compression, the neutral axis orientation looks logical, but why is there only one contour? The minimum...
View ArticleShear wall design in staad pro advance in connect edition
I am working on a building project where I have to design RCC Shear wall with openings. problem is that RCDC does not design wall with openings and I am not getting Shear wall design command in...
View ArticleReaction on pin supports using wires
Hi sir,I have an additional steel structure which is designed in the attached file, this structure is attached to the existing structure using wires .basically i needed exact reactions on the existing...
View ArticleIx value is zero. how to calculate Ix in section wizard
while using section wizard for a builtup section the Ix ,Ay and Az values are zero. how to calculate the values and also i'm using STAAD 2023 version.
View ArticlePRINT CG LIST COMMAND AND SELFWEIGHT BUG
When using the command “ PRINT CG _GROUPNAME” which gives the weight of the pre-defined group, the text file is automatically changed to “ PRINT CG LIST _GROUPENAME”.If I use “ PRINT CG LIST...
View ArticleDoes STAAD perform plate girder design as per Indian code:
Please clarify if STAAD is able to design plate girder (built up section) as per Indian code (IS 800 2007 )
View ArticleStudrail True Length
See snippet attached. This is an audit of a punching check with studrails for a flush 8 inch slab with the property for "cover to cgs" inside the studrail properties showing 2.125 inches. What its...
View ArticleRAM Structural System Tool Bar Fonts not Displaying.
Is this normal when hovering over toolbar icons on RSS. It feels like its missing fonts.I uninstalled and installed but still not working. I believe the issue is with my computer and also saw some post...
View ArticleCTRL + F5 shortcut stopped working
This shortcut for run analysis has stopped working for me lately - I'm on 23.00.3. Is there some way to toggle this so it works again?
View ArticleRCDC Unhandled Exception Error
Hi, As I was designing beams with RCDC beam I have started to get same error with same step. İt says "Unhandled Exception" and gives 2 options continue and try the finalize design with that error (ıt...
View ArticleRCDC Unhandled Exception Error
Hi, As I was designing beams with RCDC beam I have started to get same error with same step. İt says "Unhandled Exception" and gives 2 options continue and try the finalize design with that error (ıt...
View ArticleBeams are Missing
Hello, my problem is when i try to export my model from etabs to rcdc. it always appear "BEAMS ARE MISSING". how can i resolve this issue? My current etabs version is Etabs 2016 ver. 16.2.1 and my...
View ArticleError: FLOOR DIAPHRAGM CAN BE DEFINED ONLY AFTER SUPPORT DEFINITION.
I would like to ask for help on this error since I only started studying staad recently.1. STAAD SPACEINPUT FILE: C:\Users\frnkb\OneDrive\Desktop\ComApp\Structure1.STD 2. START JOB INFORMATION 3....
View ArticleRAM Foundation-Pile Caps ACI 318-19
Has RAM Foundation incorporated the ACI 318-19 provisions for calculating one and two way shear strength into the pile cap design?Most notably the incorporation of the size factor into the Vc...
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