Current Revision posted to RAM | STAAD Wiki by Sye on 3/8/2019 12:36:56 AM
| Applies To | |||
| Product(s): | STAAD.Pro | ||
| Version(s): | All | ||
| Environment: | N/A | ||
| Area: | Response Spectrum Analysis | ||
| Subarea: | FAQ's | ||
| Original Author: | Bentley Technical Support Group | ||
- Should I specify Response Spectrum in ALL directions in the same load case
- In base shear what is considered as the base
- I added dead+live load as seismic mass. Do I need need to define these loads separately too ?
- When Specifying Damping, the Displacements and Forces Remain Same
- How Does Ground Acceleration Scale Factor Work
- How to Input the Missing Mass Correction Command
- Rayleigh Method Calculate Natural Frequency
- The natural frequencies obtained during a Response Spectrum Analysis do not match the values calculated using the CALCULATE RAYLEIGH FREQUENCY command
- Spectrum Load Case Joint Failing?
- Base Shear Does Not Match the Summation of Shears
- No Unsupported Masses Entered Error
- Is Design Ground Acceleration Correct
- Is it possible to save the floor spectrum data that is calculated by STAAD.Pro in a text or .xlsx file ?
- Missing mass – How to Consider
- Colombian Seismic Verification Example
- Multiple Floor Spectrum Generation Block Not Allowed
- [[Response spectrum analysis with compression only springs]]
See Also
Structural Product TechNotes And FAQs
External Links
Bentley Technical Support KnowledgeBase
Comments or Corrections?
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Tags: FAQs, SELECTservices, STAADPro, Response Spectrum