1. Should I specify Response Spectrum in ALL directions in the same load case
2. In base shear what is considered as the base
3. I added dead+live load as seismic mass. Do I need need to define these loads separately too ?
4. When Specifying Damping, the Displacements and Forces Remain Same
5. How Does Ground Acceleration Scale Factor Work
6. How to Input the Missing Mass Correction Command
7. Rayleigh Method Calculate Natural Frequency
8. The natural frequencies obtained during a Response Spectrum Analysis do not match the values calculated using the CALCULATE RAYLEIGH FREQUENCY command
9. Spectrum Load Case Joint Failing?
10. Base Shear Does Not Match the Summation of Shears
11. No Unsupported Masses Entered Error
12. Is Design Ground Acceleration Correct
13. Is it possible to save the floor spectrum data that is calculated by STAAD.Pro in a text or .xlsx file ?
14. Missing mass – How to Consider
15. Colombian Seismic Verification Example
16. Multiple Floor Spectrum Generation Block Not Allowed

See Also

Product TechNotes and FAQs

Structural Product TechNotes And FAQs

External Links

Bentley Technical Support KnowledgeBase

Bentley LEARN Server

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