Current Revision posted to RAM | STAAD Wiki by Sye on 11/23/2017 12:15:26 AM
| Applies To | |||
| Product(s): | STAAD.Pro | ||
| Version(s): | All | ||
| Environment: | N/A | ||
| Area: | STAAD.Pro Analysis | ||
| Subarea: | STAAD.Pro Direct Analysis | ||
| Original Author: | Bentley Technical Support Group | ||
This page contains a list of FAQs related to DIRECT ANALYSIS in STAAD.Pro. Click on the links below to view the details on each topic
- Deflections with Full E and I values
- FLEX and Taub
- ERROR FYLD OUTSIDE THE NORMAL RANGE FOR STEEL
- Loads factored by 1.6 for ASD
- Benchmark problems
- Does specifying the Notional Load Factor as 0.002 automatically define notional loads ?
- How to find the ratio of second order drift/first order drift
- Is the reduction in stiffness applied when a response spectrum load case is subjected to DIRECT ANALYSIS
- Response spectrum loading in DIRECT ANALYSIS
- [[Example on Direct analysis with steel design as per AISC 360-10 using STAAD.Pro]]
Tags: direct analysis, DIRECT ANALYSIS FAQ