• Mton/Cm to Kn/m

    How do I change Mton/Cm to Kn/m
  • How to Model complex Concrete building projects ?

    What is the easiest and accurate way to modeling complex and huge Concrete building projects, Including irregular elements and the shear wall? Can I model staad building planner?
  • SEISMIC

    SIR I WANT TO KONW WHY MASS IS PROVIDED IS PROVIDED IN GX AND GZ DIRECTION IN MASS REFERENCE LOAD CASE.
  • Staad Plant Foundation: Why footing size too large by using IS code?; While US code give appropriate size!

    1) Please Suggest modification, correction in my Staad Foundation file, for since I am Getting very large sizes in (approx Twice in Plan, 20 time in thickness). a) Used IS code /IS 456, Si units, compared with US code SI units, Code ACI 318 -14 b) Loads…
  • Please how do I resolve "Beam forces are not imported" in RCDC Beam design?

    I am trying to design the beams for the concrete structure I analysed in STAAD but every I arrive at Beam design, when I click on the "design button", it gives me the error message "Beam forces not imported". I an able to design columns, slabs and footing…
  • rcdc

    i am getting such a big dimension in column design in rcdc software.
  • seismic design

    i have a doubt in seismic design that i have done in seismic design is correct or not can u plz check and suggest what should i do next. AISHWARIYA.STD
  • PHYSICAL MODELER; How to include Dead Load, part of Live Load in Seismic weight, under Seismic definition using IS 1893-2016?

    UNDER PHYSICAL Modeller I am unable to add a load Group e.g a Dead Load Group (which is a Reference load case in analytical modeling) and say 30% of Live load in calculating seismic weight in seismic definition using IS 1893-2016 . Kindly guide…
  • STAAD Pro_Mass Assignment

    How to assign mass to a model other than self weight? To calculate the system natural frequency. Regards.. Hazim
  • EXCEL VBA FOR PLATE CORNER FORCES

    Hello, I wanted an excel VBA programme by which i can get the plate corner moments/stresses for a particular group of plates. If anyone could share an excel with VBA code then it will be helpful as it saves lot of time.
  • Gantry crane moving load along Z axis

    Dear All, Currently i'm designing a gantry crane. 1. I have assigned the loading from Crab to the gantry beam as moving load (Shows in Red color), But i have no idea how to assign the loading (Shows in Green color) when gantry crane is moving along…
  • RC designer beam fail

    Hello , I have done analysis and tried RC designer . the columns are safe. Beam summary show fails. please help me into this . cross section of beam is large i assume. 8284.COLLEGE PROKECT.STD
  • Gantry crane design

    Does anybody designed Gantry crane using STAAD.Pro? Can anybody explain how can i assign whole surface of the rail on the ground as fixed? do i need to divide the rail in to small parts and assigned those nodes as fixed? or do i need to design Gantry…
  • STAAD Pro Advanced CONNECT v22 Update 3 - No Steel Design Results

    Hello, I have a large model which in the normal STAAD Pro CONNECT v22 Update 2 took over 11 hours to run. I made some minor updates by adding some plan bracing and updated the effective lengths to try and remove some failures. I then updated to v22…
  • SEISMIC LOAD & VERTICAL LOAD

    ONLY ONE DL & ONE LL.STD Sir/Madam, I am attaching a staad file. I had deleted all the loads, only using 1nos Dead load & 1nos Live load. Defined the same in Seismic definition. Kindly refer memeber no 77 (corner column). The axial load in this…
  • ACCERLERATION SCALE FACTOR IN RESPONCE SPECTRUM ANALYSIS

    N. SUBRAMANIAM BOOK OF RCC DESIGN GAVE THIS SYNTEX *SCALE FACTOR = (0.16/2) × (1.5 / 5) = 0.024 SPECTRUM CQC 1893 X 2.078 ACC SCALE 0.024 DAMP 0.05 MIS SOIL TYPE 2 IN THIS CASE ACC SCALE VALUE IS CALCULATED USING Z/2*I/R BUT IN STAAD HELP CONTENT…
  • Warning while using Member Load UDL on the new STAAD Version

    I am using Member loading ( UDL ) and getting warning in the analysis output, which for me seems like a software bug, can you please guide me. Input LOAD 20 WIND: WIND X MEMBER LOAD 13 UNI Y 3.28 0 3.25 0 I have give f1,f2,f3 and f4 as the manual…
  • RCC Wall Moments

    I have modeled a wall as shown in picture 1 with a vertical load of 100kN in middle. It give me Mx, My and Mxy values as 0. In same model, i have modeled second wall with 90degree rotation(Structurally independent) and same vertical load of 100kN. This…
  • Problem modelling plates on top of beams for elevated steel water tank

    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…
  • STAAD runtime error

    Hello, I was doing an FEM modelling for steel plate analysis for some temporary works loading and I am getting an error "SProStaad MFC Application has stopped working" while doing the analysis? Can STAAD support team look into this and suggest? …
  • Model not running in SS5 or SS6

    Hi we cant seem to run the model even if we set MEMORY to 200 and SET STAR 4 using advance analysis also. It displays not enough memory for displacements. Can this be resolved by updating to STAAD SS10 or Connect edition? STAAD model is in the link since…
  • STAAD error message: Exception [Access violation] Raised! Aborting analysis...

    Hi, I have a large STAAD model file for a linear analysis of a space frame. I have used the INACTIVE MEMBER/PERFORM ANALYSIS/CHANGE commands to sequence the framing as the loading is applied. When I run the analysis I get an error message stating…
  • Can you add a concentrated moment to a plate in STAAD Connect?

    Hello, I am new Civil Engineering graduate that is working on the design of electrical substations. I am currently modelling a structure simple structure where I have two horizontal beams that are connected to each other by a plate. On top of the plate…
  • differences in design results of staad pro connect and older version staad.

    I modelled analyze and designed a project using staad pro select series 5 version and noted the required area of steel for columns but when I reanalyze the same std file in new staad pro connect edition I got different area of steel. for a particular…
  • Fatigue Analysis

    Hello, Is there any way that i can perform Fatigue analysis for steel member in STAAD.Pro? Thank you in advance