• vertical prestressing

    hello guys i did the vertical pre stressing of my compression member in negative direction of my load is 13120 kn of my each column , my axial force comes down because of negative direction but my deflection is coming same in x direction , only y deflection…
  • Modelling of connection between tunnel lining

    Hi everyone, I am modelling concrete tunnel rings with an opening. The rings are connected by shear dowels that supposed to have a shear capacity up to 300kN. I have a few questions regarding the modelling technique of this structure. I have modelled…
  • CUSTOMIZE QUICK ACCESS TOOLBAR

    Hello, Is there a way to make a default customized quick access toolbar to each new file I open? When I add commands in the quick access toolbar and close the file then open it again, they dissappear and I have to add them once again. Thanks
  • stresses in a steel plate

    Dear sir, Why staad pro showing the stresses value for steel plate too low?LOad is applied at the middle of the centre of the plate.so yielding will be more at centre point.I also did not understand the stress distribution for boh plates it is not same…
  • Mton/Cm to Kn/m

    How do I change Mton/Cm to Kn/m
  • Why I am getting an Errror in Concrete design using IS 13920_2016_while IS 13920-1993 worked

    I am getting a error. While trying to design check column using IS 13920-2016 in Concrete design workflow error is coming as under: *** ERROR: MINIMUM DIMENSION OF COLUMN # 1 SHOULD NOT BE LESS THAN 20 TIMES THE DIAMETER OF THE LARGEST LONGITUDINAL…
  • Unity check using aluminium code

    When using the aluminium code in STAAD Pro, there is no 'unity check' tab available in the postprocessing tab. Is there a way the get unity checks anyway? Thanks!
  • ignore alone wind load case

    Sir, the bottom chord of my trusses is failing due to compression at wind load upward alone load case 5. But i want to ignore this case which will never happen alone due to dead load of 1 kn/m2 on the roof.I want to check my steel with load combinations…
  • STAAD.Pro CONNECT EDITION AIJ 2005

    We used STAAD.Pro SS6 before and to separate the long term case and the short term case, we used the parameter TMP which does not divide the FYLD by 1.5. In the new CONNECT Edition, the allowable is always divided by 1.5 and the TMP parameter is gone…
  • 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…
  • 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…
  • error in RCC design EC2

    i am designing using RC design module on staad pro CE and i got this warning "At least one span of this beam has length < 3 times depth. Deep Beams are not included in this implementation." is there anything that can be done to it
  • Mass load consideration staad while static design.

    dear sir, Total DL & Total LL summation should not be matching with Mass load given by static calculation by staad. kindly check & revert. thanku. staad file & calculation.7z
  • configuracion de Staad.pro

    Buen día amigos, tengo una duda, de alguna manera se puede configurar staad.pro, para que cada propiedad (perfil) lo ponga con diferente color, ya que en mis modelos solo me los da en 2 colores teniendo 5 propiedades distintas..
  • camber a steel beam in staad pro

    Dear sir, I want to camber a steel beam . I am putting the value 750 (length/offset =30000mm/40mm(we need to camber it 40 mm)) and respect value 1.6 but results are still same with deflection 50mm .Why deflection is not decreasing? Kindly also guide…
  • How we can camber a beam in staad pro

    Dear sir, In staad pro how we can camber a beam . stad file also attached.I want to camber this beam 20mm .Is it possible in staad? 6472.Str1.std
  • ** ERROR: NO MEMBER LIST WAS FOUND WITH THE ABOVE MEMBER CRACK, PLEASE HELP ME

    1. STAAD SPACE INPUT FILE: C:\Users\leth_agnes\Desktop\MOR\RCD\new\Structure1.STD 2. START JOB INFORMATION 3. ENGINEER DATE 01-DEC-19 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT METER KN 7. JOINT COORDINATES 8. 1 0 0 0; 2 0 3 0; 3 0 6 0; 4 0 9 0;…
  • 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…
  • Section properties not accurate

    I am designing a steel frame and it has a member L3x3x3/8. The value of S and Z should be same for both minor and major axis. However STAAD Pro uses different values. Additionally, these values are not accurate with the AISC steel manual Table 1-7. …
  • Load error (Unexpected command in load data/ Check spelling and order of data in case No. 6)

    Receiving the following error when attempting to design project for concrete: Can anyone help? One Bigelow After Rebuild.std
  • composite beam

    Dear sir, I want to design a composite beam in staad pro and consider the weight of concrete slab manually ? is there any option to stop the staad to consider the weight automatically as per CW and concrete slab thickness? Kindly give some suggestions…
  • How to draw cross build up column

    1. how to draw cross build up column (like "+" ) 2. how to add in user Table for regular purpose. 3. how to determine the section property for buildup column. I need to assign Build up column like this. with size D -600 B- 300 Tf- 25 Tw…
  • How to pass steel members in Staad pro

    I have designed a steel structure in Staad pro, No errors are found but in output file some members are getting failed. I dont have any ideas in passing those members. If I change section of those members other members are getting failed. please sort…
  • deck slab

    Dear sir, In My attached fil,I am creating a deck slab to make my steel beams as a composite beams.But I notice deck slab somewhere missing the steel beams .some beams are not composite?Why it is happening?do I have to add that beams manually in stad…
  • Display 5 decimal or scientific number in Staad Pro connect edition

    Hello, Im currently using STAAD Pro connect edition version 22.00.00.15. I have a problem with the display. if i keep it as a default then scientific numbers are represented. ( not even all of them are scientific some are scientific some are one decimal…