Current Revision posted to RAM | STAAD Wiki by Sye on 1/26/2017 8:08:42 PM
| Applies To | |||
| Product(s): | STAAD.Pro | ||
| Version(s): | All | ||
| Environment: | N/A | ||
| Area: | Pdelta Analysis | ||
| Subarea: | FAQ's | ||
| Original Author: | Bentley Technical Support Group | ||
- PDELTA ANALYSIS is the appropriate way to account for slenderness effects during column design
- Can I do a Pdelta analysis using STAAD for Response Spectrum load cases?
- PDelta Convergence Error
- When doing P-Delta analysis for the design, what does the message "Load Case = 101 Convergence Error (SRSS) = 3.6603E-02 INCH" in the output file mean?
- What is the difference between PDelta and Nonlinear Analysis
- How does STAAD.Pro check for convergence in Pdelta Analysis
- MOMENT BALANCE DOES NOT CONSIDER SECONDARY EFFECTS OF P-DELTA OR DIRECT ANALYSIS
See Also
Structural Product TechNotes And FAQs
External Links
Bentley Technical Support KnowledgeBase
Comments or Corrections?
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Tags: FAQs, direct analysis, SELECTservices, STAADPro, PDELTA