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  • Application for Structural Supports for Cantilever Overhead Sign Structures (COSS)

    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…
  • Axis Identification

    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…
  • RAM Connection CE

    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…
  • BG splice connection warning

    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…
  • Exists Opposite Connection

    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…
  • RAM

    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.
  • Error in Leo file (unknow identifier "_Left run"

    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
  • COLUMN CAP CONNECTION DESIGN

    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.
  • Not a valid "Column base (CB)" joint

    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…
  • Moment Not Transferred To Beam Ends Correctly

    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…
  • Combined footing tutorials

    Hello Everyone Please share with me the tutorials about a combined footings
  • Technical Forum on STEEL Buildings - Webinar

    Dear Structural Engineers, Whether your project is industrial or commercial or Infrastructure or residential we have it all covered in one bundle license. Join this 1 hour webinar to learn the complete workflow for Steel Building analysis, design, detailing…
  • Design of Solid slab (Conventional slabs)

    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…
  • Mton/Cm to Kn/m

    How do I change Mton/Cm to Kn/m
  • RAM SCBF Connection Load Demand

    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…
  • Working Remotely with RAM or STAAD

    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…
  • ram

    你好,我在ram软件计算中,需要涉及到十字型钢柱, ,请问,这种柱子型号需要怎么输入进ram里面?
  • SIG Workshop - RAM (August 22, 2019)

    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.
  • UC Ratio problem

    warehouse.zip wind calculation also in that folder.... try to fix this probem guys
  • how to get the loadings details in report????

    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?
  • UC Ratio problem

    Actually i need all members UC Ratio values. How to get all values???? Please guys guide me New folder (2).rar
  • how to reduce deflection????

  • SIG Virtual Workshop: STAAD – March 21, 2019 – You're Invited!

    STAAD Special Interest Group - March 21, 2019 @ 1 p.m. EDT (US) Make the Most of Your STAAD Functionality Host: Karimu Rashad, Application Engineer, Bentley Systems, Inc. Register Now Are you ready to make the most of your STAAD software?…
  • Staad Design fail at Column - ram connection

    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
  • Calculation of Znet for flexural rupture in RAM Connection

    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…