• 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...

    Dragon
    Dragon
    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;…
    • 10 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Problem modelling plates on top of beams for elevated steel water tank

    SUJAY H M
    SUJAY H M
    I am trying to model a Elevated steel water tank with bracing for analysis in STAAD.Pro. While modelling the structure I've encountered a problem and would like your help. The problem is: While the beam offset works perfectly for modelling a beam…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Testing batch mode column design vs RC interactive designer

    dImeNsiOnFifTh
    dImeNsiOnFifTh
    In an effort to find a more efficient way in aggregating the output, I decided to give the RC interactive designer a try and compare it with the batch mode design results. Attached is a screenshot of the result from the batch mode vs the RC designer and…
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Effective length factor SKY and SKZ parameters in ACI concrete column design

    dImeNsiOnFifTh
    dImeNsiOnFifTh
    If the user didn’t assign effective length factor SKY and SKZ parameters in ACI concrete column design, which value does STAAD consider in the column design: 1-The length of the modelled member from node to node or 2-the clear height of the column…
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Does STAAD design for CONCRETE SPECIAL MOMENT FRAME as per ACI 318M-11 ??

    Sanjay Kumar
    Sanjay Kumar
    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…
    • Answered
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Looking for clarification on RAM Steel Column Sign Conventions

    Conor Lenon
    Conor Lenon
    Hello, I'm looking at this article, and would like some clarification: https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/2055/ram-steel-columns-fa The diagram says "minor" and "major" axis moment, however…
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • ACI 318 Column Design Incorrect Interaction Surface at Points Below Balanced Strain Condition

    Karl G
    Karl G
    Applies To Product: RAM Concrete First Affected Version: Found in Version: 15.03.00 Fixed in Version: 15.05.00 Area: Design Issue #: 640239 and 624489 Problem Description…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • ACI 318 Shear Reinforcement SMF Concrete Columns

    Karl G
    Karl G
    Applies To Product: RAM Concrete First Affected Version: Found in Version: 15.03.00 Fixed in Version: 15.05.00 Area: Design Issue #: 626693 Problem Description When…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • ACI 318 SMF Joint Capacity Check Strong Column Weak Beam

    Allen Adams
    Allen Adams
    Applies To Product: RAM Concrete First Affected Version: Found in Version: 15.03.00 Fixed in Version: 15.06.00 Area: Design Issue #: 624602 Problem Description In the…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Eurocode2 Concrete Column Design 0 Shear

    Karl G
    Karl G
    Applies To Product: RAM Concrete First Affected Version: Found in Version: 15.03.00 Fixed in Version: Area: Design Issue #: 656199 Problem Description In RAM Concrete…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • ACI 318 Shear Design of SMF Concrete Columns

    Karl G
    Karl G
    Applies To Product: RAM Concrete First Affected Version: Found in Version: 15.03.00 Fixed in Version: 15.05.00 Area: Design Issue #: 620612 Problem Description Concrete…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • ACI 318 Shear Design Multi-Story Concrete Columns Seismic Design

    Seth Guthrie
    Seth Guthrie
    Applies To Product: RAM Concrete First Affected Version: Found in Version: 14.06.02.00 Fixed in Version: Area: Design Issue #: 123374 Problem Description The program…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • GB 50010 Concrete Column Design

    Seth Guthrie
    Seth Guthrie
    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 …
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • ACI 318 Shear Design Gravity Columns for Seismic Provisions

    Seth Guthrie
    Seth Guthrie
    Product(s): RAM Concrete Column First Affected Version: Found in Version: 14.07.01.00 Fixed in Version 15.04.00.00 Environment: N/A Area: Design Subarea: N/A Defect Number…
    • 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
  • ACI 318 Column Shear Capacity

    Seth Guthrie
    Seth Guthrie
    Product(s): RAM Concrete Column First Affected Version: Found in Version: 14.07.01.01 Fixed and Released in Version 15.04.00.00 Environment: N/A Area: Design Subarea: N/A …
    • 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
  • Steel column design crashes with assigned sizes

    Seth Guthrie
    Seth Guthrie
    Applies To Product: Ram Steel Column First Affected Version: 14.07.00.00 Found in Version: 14.07.01.01 Released in Version: 15.02.00.00 Area: Design Issue #: 246733 Problem…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • RE: Does RAM Concrete check for ACI 21.13: Members not designated as part of the SFR system

    Karl G
    Karl G
    See Section 4.8.4 in the RAM Concrete Column Manual for the sections of 21.13 that are implemented in the program. Induced moments and shears are not calculated by the program, so the program follows ACI 318-11 21.13.4 and not 21.13.2 or 21.13.3 when…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Job opportunities in Qatar for engineers

    Morgane Martinez
    Morgane Martinez
    A prestigious public company in Qatar is hiring engineers : They urgently require the following professionals- MINIMUM 7 YEARS EXPERIENCE DESIGN DRAINAGE Foul Sewer Engineer Hydrologist Senior Planning Engineer Senior…
    • over 10 years ago
    • Everything Else
    • Everything Else Forum