• Staad - cover not accurately reflected in output?

    Lauren Schuster
    Lauren Schuster
    I'm designing a concrete slab in STAAD. AT the end of the file, I have the following and would like to define the cover as 2.6": START CONCRETE DESIGN CODE ACI 2011 UNIT INCHES KIP FYMAIN 60 ALL FC 4.5 ALL DESIGN ELEMENT ALL CLB 2.6 ALL CLT 2.6 ALL…
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • How to design this RC cantilever beam?

    kadiem alqazzaz
    kadiem alqazzaz
    How to model, analyze, and design this reinforced concrete cantilever beam using Staad Pro?
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Design of Solid slab (Conventional slabs)

    Sulaiman Ade
    Sulaiman Ade
    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…
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • Dummy beam

    Sulaiman Ade
    Sulaiman Ade
    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?
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • contours of comressive stress

    Aniketan Shantha NAIK
    Aniketan Shantha NAIK
    I have an assignment to submit and it about modeling gravity dam and analysis, how to get mesh sensitivity analysis, and how to obtain the contours of compressive, tensile, and shear stresses as well as displacements. Adopt a suitable elastic-linear constitutive…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • MOMENT DISTRIBUTION IN STAAD Pro FOR PARTIALLY RELEASED BEAMS

    Robin Thomas
    Robin Thomas
    How does Moment distribution and release for beams work in STAAD Pro ? While designing Secondary Beams, I’m generally releasing the moments MX, MY, MZ to a 100% at their ends. If I keep the ends fixed, I get a hogging moment say ‘ X ’ kN-m at the…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Mton/Cm to Kn/m

    Sulaiman Ade
    Sulaiman Ade
    How do I change Mton/Cm to Kn/m
    • Answered
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Eurocode with German NA

    Nirav Thakkar
    Nirav Thakkar
    Hello, Currently, I am using STAAD pro Connect edition's latest version. Following are question mainly targeting of RCC and Steel structure design in STAAD Pro and in other Bentley tools per Eurocode with German N ational Annex (NA). 1. Can…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Error while importing dxf to section wizard in Staad Pro from AutoCAD

    Daisy Shah
    Daisy Shah
    I am analysing an RCC box girder for which some peculiar tapered sections have to be created. I created a tapered rectangular section in AutoCAD 2014. I used polyline to create the 2D and then extruded it to make it a solid 3D section. Now when I import…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • how to get the loadings details in report????

    arul mani
    arul mani
    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?
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Designing with Solids in STAAD

    JVeldorale
    JVeldorale
    Hello! This is the first time I've tried to use solid elements to design in STAAD, and I'm finding them quite confusing. I'm trying to model a large vertical solid concrete support pier in water. I created my model using solids for the pier. The…
    • over 13 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Plate Properties in staad

    YUVARAJ P
    YUVARAJ P
    Hi all, i wish to know is there any command in STAAD to keep the sectional properties of staad in the required format? Kindly look at the attachment Thanks in advance
    • Answered
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    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Combined Steel and Concrete Moment Frame in STAAD.Pro V8i

    Josh Morabito
    Josh Morabito
    Let me first say I am no Staad expert...but I'm trying to learn. I have a wind frame that is concrete up to a certain height and steel up the roof. Is it possible to model this and analyze the combined frame all at once in Staad? If so could you please…
    • over 12 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Concrete design parameter FC for EC2 code. Characteristic or design value to enter?

    romkeris
    romkeris
    Hello, I need help with concrete design parameter FC for EC2 code. It's not clear - is it characteristic or design value? Is it characteristic cube strength Fck,cube from EN 1992-1-1?
    • over 11 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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