• Extract beam maximum dead and live loads

    Hi, I am trying to export a csv or excel file where I can see the maximum Dead and Live/Roof live load moments in each beam. I need to obtain them unfactored to post-process them in excel. The table would simply have the beam label, Md and ML. I've been…

  • Composite beam with 2 deck types

    Hi, I am modelling a beam with a change of deck along the length of the beam (half of the beam has a W2+3.5" verco deck, and the other half has a W2+2" deck). I read this response: Effects of Changing Deck Type - RAM | STAAD | ADINA Wiki - RAM | STAAD…

  • HI, everyone can anybody help me to create frame for storge oil tank without support (fixed, pinned, foundation,.............etc), because we have crane carry up this frame, so weight of the model will go above cuz crane, need strong designer to solve...

    STAAD SPACE START JOB INFORMATION ENGINEER DATE 19-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 12 14700 6850 0; 13 19450 6850 0; 14 27450 6850 0; 15 30101 6850 0; 16 14700 6850 4200; 17 19450 6850 4200; 18 27450 6850 4200;…

  • 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…

  • Dummy beam

    Hello Everyone. I create a dummy beam with density=0 and E=0 (Figure.1) then I assign the beam (Figure.2) then Staad Error occurs( ***ERROR*** MATERIAL NAME MUST NOT CONTAIN ANY BLANK SPACE )(Figure.3), What is the solution?

  • Yield Strength Rounds Down

    Why does RAM Structural System round down the Yield Strength fy value? I am located in Canada so if I use american steel then I convert the fy=50 000psi to MPa which is approximately 345MPa. So in the Modeler when laying out the beams I type in 345MPa…

  • RAM SS Beam Deflection Error

    I just go a more recent version of RAM SS and when I run the beam module there are certain beam that now show that they fail in deflection. But when I look at the report the beam does not fail in deflection. I have tried deleting the beam and putting…

  • 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?

  • 5. RCDC Support Solutions

    ​ Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: Original Author:…

  • ACI 318 Incorrect Moment Capacity Concrete Beam

    Applies To Product: RAM Concrete First Affected Version: Found in Version: 15.05.00 Fixed in Version: Area: Design Issue #: 719833 Problem Description In some cases…

  • ACI 318 Shear Design of SMF Concrete Beams with Two-Way Decks

    Applies To Product: RAM Concrete First Affected Version: Found in Version: 15.03.00 Fixed in Version: Area: Design Issue #: 641214 Problem Description The design shear…

  • ACI 318 Design of Gravity Beams for Seismic Provisions

    Product(s): RAM Concrete Beam First Affected Version: Found in Version: 14.07.01.00 Fixed and Released in Version 15.04.00.00 Environment: N/A Area: Design Subarea: N/A …

  • RAM Structural System - RAM Concrete

    The TechNotes and FAQs in this section cover various topics that pertain to RAM Concrete. RAM Concrete Beam [FAQ] RAM Concrete Column - ACI Slenderness Design Concrete Column Minimum Eccentric Moment RAM SS Walls FAQ Wall Boundary Element…

  • RAM SS What Beams and Joists Frame Into

    I am trying to use RAM Structural System to design an apartment building out of Steel and Wood. The wood beams are modeled as steel joists (I have custom joist tables set up for the wood beam members). The steel beams are modeled as steel beams. Both…

  • RE: RAM Concrete Beam - Effective Depth used for Deflection Calculations when Reinforcing Continuous at Beam Depth Change

    Your images did not come through, but if I understand correctly, you have two consecutive spans that are different depth beams with continuous top bars across the support, but the d value used in the deflection checks is less than expected. Splicing…

  • RSS - AISC 6th Edition beams

    Does anyone have an RSS Beams table with 6th edition beam shapes in it?

  • RamContainer MFC Application

    OS: Windows 7 Ram Structural Version: 14.2.2 When viewing in 3D, we selected a concrete beam to view in elevation. A popup error window appeared that said: "RAMContainer MFC Application has stopped working" Re-installing the application fixed…

  • Beam "extension" at multi-story column

    When you model a cantilever beam with type "extension" at a lower level of a multi-story column, does RAM SS analyze the column as continuous or does it assume the beam essentially passes through the column? In other words, do the moments from the cantilever…

  • Composite Beam Deflection Query

    I am designing a composite floor system as my first project in RAM. As I was looking at the composite beam deflections and checking them to make sure I understood and agreed, it seemed that the Post-Composite Beam Deflections for a S-S beam with a UDL…
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