• BUCKLING ANALYSIS ON A CONCRETE COLUMN

    Hi, Is it possible to perform a buckling analysis on a concrete column in STAAD pro? If so, how is it done? Thanks in advance! Ignacio

  • Does STAAD design for CONCRETE SPECIAL MOMENT FRAME as per ACI 318M-11 ??

    Hi, 1. Does STAAD take into account the ductile detailing provisions of CHAPTER 21 of ACI 318M-11, while arriving at the reinforcement area and stirrup area ?? 3. If those provisions are available, how does STAAD identify a SMRF or IMRF or OMRF in…

  • RE: RAM SS Concrete Column Slenderness

    Allen Adams, our chief structural engineer, recently presented a webinar on slenderness requirements for concrete structures. If you are interested in watching a recording of this video (its free), click on the link below and filter "RAM" in the "Select…

  • GB 50010 Concrete Column Design

    Product(s): RAM Concrete Column First Affected Version: Found in Version: 14.06.01.00 Fixed and Released in Version: 15.04.00.00 Environment: N/A Area: Design Subarea: N/A …

  • ACI 318 IMF Column Shear

    Product(s): RAM Concrete Column First Affected Version: Found in Version: 15.01.00.00 Fixed and Released in Version 15.04.00.00 Environment: N/A Area: Design Subarea: N/A …

  • Concrete Column Minimum Eccentric Moment

    Product(s): RAM Structural System; Concrete Column Version(s): Any Area: Design Why is the reported moment larger than the reported member forces? The concrete column design report indicates the ultimate factored…

  • Column Design Verification - AS3600-09 (RAM Concrete)

    Overview The purpose of this example is to verify the concrete column design in RAM Structural System for the Australian standard AS3600-09. This example is based on the simple column and beam frame shown in Figures 1 through 3. The column under consideration…

  • Please Check the defects in Staad design and Give a solution

    Hi m Rohit. I was designing a 2 storey house usind Staad and after analysis found many errors in the staad results. so please Check the defects in the attached Staad design file and Give a solution. also check if the column positioning is correct or not…
    • STAAD HELP 1.std
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