Current Revision posted to RAM | STAAD | ADINA Wiki by Modestas on 4/5/2023 12:17:20 PM
| Applies To | |||
| Product(s): | STAAD.Pro | ||
| Version(s): | All | ||
| Environment: | N/A | ||
| Area: | Concrete Design Solutions | ||
| Subarea: | American Concrete Design | ||
| Original Author: | Bentley Technical Support Group | ||
This page contains a list of Wikis which are related to the American Concrete Design codes (ACI 318).
- Accounting for K in column design as per ACI 318
- "Vu" which is reported in the shear design output does not match the shear force Fy from the member end force output
- ACI Stability Design
- Bar Size Can Not Be Matched to Meet All Requirements
- Can I design concrete beams in STAAD.Pro as per the ACI code against minor axis moment My?
- How do I interpret the element design results per the ACI code
- How do I Specify 2 Rows of Reinforcement in the Top or the Bottom of the Beam
- If using an American code for code check, is there any parameter to define the material factor or is it already included
- LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 2 IS BEYOND THE MIDPOINT OF MEMBER
Tags: ACI 318, Concrete Design