We are wondering what method / programs you use to analyze and design structural supports for Cantilever Overhead Sign Structures (COSS). Do you use STAAD.Pro to generate COSS models? What engineering codes are used in your country? See videos below for…
Hi How de we identify and correlate axis as per below snapshots
For a Column/BP placed eccentric to the foundation, the direction of loading would govern the breakout area. How do we correlate axis 2 and 3 with red and blue axis. Is there any…
Is there a way to name connection assignments in RAM Connection CE (not standalone)? I understand that the connection itself has a name, but I would like to name a group after its associative moment frame # that way I can utilize a single baseplate design…
I got this warning while designing beam splice connection (apex):
- The connection does not comply with the section depth limits (AISC Design Guide 16 - Table 4-7)
My question is that can I ignore this warning given that my connections have no other…
Applies To
Product:
RAM Connection
Area:
Design
What does "Exists Opposite Connection" does?
In Beam to Column Web (BCW) connections the “Exists opposite connection” check, is used assuming that exactly the same…
Easily produce high quality and economical designs for all your structural projects using various concrete, steel, and joist building materials. Design, analyze, and create documentation with ease for your building projects, saving time and money.
Hi
I got ram connection v12 but i got this issue with this leo file i try to reinstall it several times can you guys help me with this issue . Thank a lot
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.
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…
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…
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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…
Im working on SCBF connection and demand is coming from yield strength of the brace how ever code allows to use seismic load comb with omega factor instead, and in RAM Frame I already checked that option for column capacity, but when I go to RAM connection…
Product(s):
All RAM and STAAD applications
Version(s):
CONNECT Edition
Environment:
Any
Area:
Licensing, Installation
We have assembled this wiki to help ensure a smooth transition of work from any location…
Join us today (August 22, 2019, 1:00 pm Eastern) for a RAM Special Interest Group virtual workshop. This one-hour session is open to all Bentley users and includes a technology presentation as well as time to share input and ask questions.
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?
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hi,
For my Steel column, i need to use other column but that fails, can the ram connection for staad pro v8i can help?
Like.. if i use ram connection, will my column will pass?
can anyone help me?
thank you ..
Trine
I am checking a section for flexural rupture [AISC (9-4)] and I am coming up with a different net plastic section modulus than what RAM Connection shows. I believe RAM is taking the gross plastic section modulus and subtracting out the sections of the…