• Strap Foundation and Strap Beams

    Rex Homer C.
    Rex Homer C.
    Good day! This is with regard the strap beams. We know that in STAAD Foundation, there is an option to design a STRAP FOOTING. Should I model the strap beams in STAAD Modeling? Or should I just consider this in the strap foundation design at STAAD Foundation…
    • 1 month ago
    • RAM | STAAD | ADINA
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  • hello guys can anyone answer me for this point, what's different between specification beam (Release) and normal beam of the structure? the specification beam (release) will remove ?

    Dragon
    Dragon
    STAAD SPACE START JOB INFORMATION ENGINEER DATE 05-Dec-22 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 10 0 0; 3 0 5 0; 4 10 5 0; 5 0 0 10; 6 10 0 10; 7 0 5 10; 8 10 5 10; 9 1.66667 5 0; 10 3.33333 5 0; 11 5 5 0; 12 6…
    • 10 months ago
    • RAM | STAAD | ADINA
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  • Staad Foundation

    ANDREA CAVALLIN
    ANDREA CAVALLIN
    I know that Staad Foundation assume the soil with an elastic performance to do the analysis and design for a superficial foundation. But, we have the possibility to change this and work with an inelastic performance for the soil?
    • 10 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • In Staad foundation, no design result is getting generated

    Dhrubajyoti Ghosh
    Dhrubajyoti Ghosh
    sabbir ahmed -static - 07.05.22.std SOMEONE PLEASE REPLY, Calculation sheet is not available as design has failed, why it is showing ? sabbir ahmed -static - 07.05.22_foundation.xml
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Default crack width limiting value for which STAAD foundation evaluate the bar spacing.

    Irfan Ahmad
    Irfan Ahmad
    Pease clarify the limiting value of crack width for which bas spacing has been calculated in accordance to clause 24.3.2 of ACI 318-14 by software . Refer the snap given below for detail.
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • ERROR: THE RAYLEIGH FREQUENCY 1.13523E-06 IS LESS THAN 0.00001 FOR LOAD. Someone who can help me with this, I am trying to design the foundation of this structure for which I use the reactions of the plate to transfer it to the staad foundation.

    Cristhian Mejia
    Cristhian Mejia
    CimentacionTc230.STD
    • 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
    • RAM | STAAD Forum
  • 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
    • RAM | STAAD Forum
  • Bentley Engineering so many modules, different interfaces

    Saul Cuen
    Saul Cuen
    Hi everyone, I just wanted to point out how complicated it has become for me the use of Bentley Engineering softwares regarding the quantity of different solutions for different tasks and for the same tasks. I currently have the Enterprise license…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • UC Ratio problem

    arul mani
    arul mani
    warehouse.zip wind calculation also in that folder.... try to fix this probem guys
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Mat Foundation Analysis Issue

    Michael Smith
    Michael Smith
    Good Day, I am currently experiencing analysis issues relating to a mat slab foundation design. I have modelled the foundation as per the steps presented in the STAAD online tutorials, however, I have received an error notification and no analysis results…
    • Answered
    • 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
  • UC Ratio problem

    arul mani
    arul mani
    Actually i need all members UC Ratio values. How to get all values???? Please guys guide me New folder (2).rar
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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