• RE: Loads

    Seth Guthrie
    Seth Guthrie
    Check this issue first: Missing or incorrect loads on perimeter beams Happens to members in the outer bay when the slab edge slightly diverges from the perimeter framing.
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Download Sbeam

    Seth Guthrie
    Seth Guthrie
    Thanks. I don't actually see Ram SBeam on your contracts, but I'll double check with a sales person. Meanwhile you can always use RAM Structural System, Ram Steel with a very simple model to design a single beam. I like a 4 column 4 grid model that's…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Difference between RAM Elements and Ram Structural System

    Seth Guthrie
    Seth Guthrie
    Ram Elements is more like STAAD, a general purpose Finite element analysis (and design) tool. It’s different from RAM Structural System mostly in how things are modeled by placing nodes in 3 dimensional space and connecting them with lines or plates.…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Steel Shear Design and Beams with Point Loads

    Seth Guthrie
    Seth Guthrie
    Applies To Product: RAM Steel First Affected Version: Found in Version: 15.03.00 Fixed and Released in Version: 15.04.00 Area: Design Issue #: 635331 Problem Description…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • RE: Ram Steel Column Optimization

    Seth Guthrie
    Seth Guthrie
    I see. The way trial groups work is that the program sticks to one trial group (one nominal depth) for the whole height. It selects the lightest total column from up to 3 trial groups, so long as the design passes the code check at all stories. That's…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Ram Steel Column Optimization

    Seth Guthrie
    Seth Guthrie
    It sounds like you need to introduce splices. You can define splice levels in Modeler in the Story data , or you can override single column line splices in the Ram Steel Column module using Assign - Splicing...
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Run-Time Error when Generating Reports in Floorvibe

    Seth Guthrie
    Seth Guthrie
    Applies To Product: RAM Steel First Affected Version: Found in Version: 15.00.00.000 Fixed in Version: Area: Installation Issue #: Problem Description While evaluating…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • RE: Using RAM for Moment and Shear on "Other" material member types

    Seth Guthrie
    Seth Guthrie
    In the Steel Beam module, one can only get a diagram of the moments, shears and deflections via the Process - View/Update command - View diagrams, but this won't work for Other material beams. You can make the Other beams lateral members and report the…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Pin Connection at Gravity Column Receive Significant Moment

    Bo Ying  Liu
    Bo Ying Liu
    Hi, I am using RAM to design my gravity system. The whole floor is W2 concrete composite deck floor except the blue line cross area is opening area. The column which is clouded is a gravity column and three pin-pin gravity beams connect to this column…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • AISC 360 F9 Major Axis Bending WT

    Seth Guthrie
    Seth Guthrie
    Applies To Product: RAM Steel First Affected Version: Found in Version: 15.03.00.00 Fixed and Released in Version: 15.04.00.00 Area: Design Issue #: 571350 Problem Description…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Eurocode Section Classification for Section Subject to Flexure Only

    Seth Guthrie
    Seth Guthrie
    Applies To Product: RAM Steel First Affected Version: Found in Version: 15.02.00.00 Fixed and Released in Version: 15.04.00.00 Area: Design Issue #: 492584 Problem Description…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Incorrect Unbraced Length RAM Steel Column

    Seth Guthrie
    Seth Guthrie
    Applies To Product: RAM Steel First Affected Version: Found in Version: 14.06.02.00 Fixed and Released in Version: 15.04.00.00 Area: Design Issue #: 355848 Problem Description…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • AISC 360 F2 Design of Channels with Noncompact or Slender Webs and Flanges

    Seth Guthrie
    Seth Guthrie
    Applies To Product: RAM Steel First Affected Version: Found in Version: 15.03.00.00 Fixed and Released in Version: 15.04.00.00 Area: Design Issue #: 562582 & 584248 Problem…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Design Shear for Cantilever Beams with Large Uplift Loads

    Seth Guthrie
    Seth Guthrie
    Applies To Product: Ram Steel First Affected Version: Found in Version: 8.01.00.00 Fixed in Version: Area: Design Issue #: 119993 Problem Description Cantilever beams…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • AS 4100 Column Design Reporting for Compression and Weak Axis Bending

    Seth Guthrie
    Seth Guthrie
    Applies To Product: RAM Steel First Affected Version: Found in Version: 15.01.00.00 Fixed and Released in Version: 15.04.00.00 Environment: All Area: Design Subarea: …
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • AISC 360 F8 Design of Round HSS with High D/t Ratio

    Seth Guthrie
    Seth Guthrie
    Applies To Product: RAM Steel First Affected Version: Found and Released in Version: 15.03.00.00 Fixed in Version: 15.04.00.00 Area: Design Issue #: 565987 Problem Description…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • AISC 360 F6 Flange Local Buckling

    Seth Guthrie
    Seth Guthrie
    Applies To Product: RAM Steel First Affected Version: Found in Version: 15.03.00.00 Fixed and Released in Version: 15.04.00.00 Area: Design Issue #: 568865 Problem Description…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • AISC 360 F4 Compression Flange Yielding

    Seth Guthrie
    Seth Guthrie
    Applies To Product: RAM Steel First Affected Version: Found in Version: 15.03.00.00 Fixed and Released in Version: 15.04.00.00 Area: Design Issue #: 540806 / 562996 Problem…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • AISC 360 F7 Design of Built-up Box Shapes with Slender Webs

    Seth Guthrie
    Seth Guthrie
    Applies To Product: RAM Steel First Affected Version: 15.03.00.00 Found in Version: 15.03.00.00 Fixed and Released in Version: 15.04.00.00 Area: Design Issue #: 564955 …
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • RE: Total beam length in steel beam module

    Seth Guthrie
    Seth Guthrie
    RAM Steel always designs steel beams center to center of supports, unless you assign the beams to have offsets in the Modeler (Layout -> Beams -> Offsets). I usually use offsets to offset a beam laterally from a support, but you could also use offsets…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Total beam length in steel beam module

    Mike Barr
    Mike Barr
    Is it possible in RAM Structural System/RAM Steel for it to design/analyze beams based on the length from column face to column face instead of center to center of column supports? I am back engineering a building that appears to have been designed to…
    • Answered
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: RAM SS - illegal framing configuration

    Seth Guthrie
    Seth Guthrie
    In general, see RAMSS Common Framing Table Errors In your case, I see a few things that are problematic. 1. if you are using an one way deck areas, those areas need to be completely framed, i.e. a perimeter of beams or walls along the edges of the…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: HS Round Member Beam

    Seth Guthrie
    Seth Guthrie
    No. Beams are only allowed to be wide flange, rectangular tube or channels. If the member is not directly supporting the beck, but just happens to be horizontal, then using a horizontal brace would be advised. Otherwise making a square tube with equivalent…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Internal Error in AdvancedNodeList()

    Seth Guthrie
    Seth Guthrie
    Here are some general tips related to that kind of issue. RAMSS Common Framing Table Errors To send the file, use the Secure File Upload instructions. Smaller files can be attached directly in a forum post or reply with the Advanced Reply Editor…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Cb and Moment Capacity

    Seth Guthrie
    Seth Guthrie
    Applies To Product: Ram Steel First Affected Version: Found in Version: 8.00.00.00 Fixed in Version: Area: Design Issue #: 119989 Problem Description Cb calculation…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
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