• 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…
  • 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
  • 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…
  • 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?
  • 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????

  • 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…
  • ram connection load combinations

    I completed a design in Ram SS and am now in the process of designing the connections. Everything converted into RAM connection but when the program designs the connections, the load combinations are all showing up as 0.00. Does anyone…
  • RAM moment connection

    I am doing a moment bolted connection design in RAM connection. The moment resistance capacity remains unchange and it shows failure even though i modify the bolting arrangement . I need to pass this in RAM instead of doing a manual checking which i feel…
  • How to create custom connection in RAM Connection

    Hello everyone! I would like to ask if I can create my own connections in STAAD's RAM Connection. Is there a way that I can create predefined connections to which the user is only limited to use? I wanted to align the choices of connections to our…
  • RAM Connection in STAAD Editor

    Hello everyone. Im currently studying the RAM connection in STAAD. I have some questions below. I would appreciate if someone can help me on these. Is there any modification to the STAAD editor when I assign a connection in RAM? And what file does…
  • Beam Column Flange connection

    Hi, I use STAAD.Pro with RAM connection license. Can you help me design the connection for the attached model? I am trying to use BCF option for connection with boom and column glange with a n endplate. I have also attached the photo of the connection…
  • Design of Weld Connection for Angle using RAM Connection

    47073914-SW-CV-CALC-MOD-102-R5.std Hi , I have attached the STAAD model of a bracket which is to be attached to the wall with the help of anchors. This bracket supports the OLE column on it. Please use 3D rendering to get the Idea. My question is…