• Earthquake Load: Water Tank

    Azlan Ahmad
    Azlan Ahmad
    I'm analyzing a surface water tank using plate element. Im getting more base pressure due to earthquake load and water pressure. Can anyone confirm why it is so. the model is attached below. 7103.Structure1-22.09.2023.STD
    • 19 days ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Live Load Reduction in Seismic Load as per IS 1893 : 2016

    Shuvam Sarkar
    Shuvam Sarkar
    Hello Team, I've understood that certain percentage of live load (25% or 50%) as per live load intensity shall be considered for seismic mass calculation as per IS 1893 : 2016, But nowhere it is mentioned in this code, about live load reduction in seismic…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • related to member fail in response spectrum analysis

    shanu kumar vishwakarma
    shanu kumar vishwakarma
    staad file with EQ analysis.rar I am designing a G+2 building but am unable to remove warnings. you can see the file I attached. if I am wrong please try to provide the sample file of response spectrum analysis file for reference.
    • Answered
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • *** ERROR: NOT ALL JOINTS LIE AT THE SAME FLOOR LEVEL.

    ROTCIVMAR NIÑO SANTILLAN
    ROTCIVMAR NIÑO SANTILLAN
    Good Morning Everyone, I am analyzing a conveyor support and housing, The structure is located on a pier thats why I added WL & EL. However, there is an error on analyzing the file. Please help me. The nodes are on the same level. Also, please…
    • Answered
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • What does the mass density and frequency scale mean??

    Mereen Hussain
    Mereen Hussain
    Hello, I am doing a dynamic analysis of an experimental work which include couple of lines I could not understand . Any one can explain what does those highlighted parts in the attached image mean?
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • base shear and lateral displacement value not matching with etab model

    waqar fazi
    waqar fazi
    Dear sir, Base shear gets by staad model is coming 269KN which is not matching with etab model (base shear 500kn) prepared by consultant.Also lateral displacement on siesmic cases is more in etab model than staad model.Can you explain why staad model…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • *** STAAD.Pro ERROR MESSAGE *** NO LOADING DEFINED FOR UBC LOAD. RUN TERMINATED.

    Dimitri
    Dimitri
    Dear all, I am a beginner in STAADPRO and I have already read some topics on this forum about this problem. And I tried to improve my model so on. And I have a lot of warnings . Can anyone help me giving me some advices and tell me what's wrong with…
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • "RAM Structural System" modal analysis load combinations

    Elad Katriel
    Elad Katriel
    Hi, I am working on RAM Structural System. I looking to do a modal analysis on the building. Is there a way automatically generating the load combination for modal analysis? The way RAM does for direct analysis method? Or do I have to manually…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Earthquake design spectra

    Kazim Karabekir
    Kazim Karabekir
    Hello, I have a steel frame structure to support pipes,vessels,pumps etc.When we do an earthquake analysis,do we consider design accelaration for each component (including structural frame) individually and apply these load for per component? Sorry…
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Seismic Load Based on IBC 2009 ASCE 7-10

    SantoS
    SantoS
    Dear All, Does StaadPro provide the seismic load definition based on IBC 2009 and or ASCE 7-10? I checked but I only found IBC 2006 (which refer to ASCE 7-05). And the default is using Zip Code to determine the Ss and S1, is this Zip Code based…
    • over 9 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • View related content throughout RAM | STAAD | ADINA
  • More
  • Cancel