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).

1. Accounting for K in column design as per ACI 318
2. "Vu" which is reported in the shear design output does not match the shear force Fy from the member end force output
3. ACI Stability Design
4. Bar Size Can Not Be Matched to Meet All Requirements
5. Can I design concrete beams in STAAD.Pro as per the ACI code against minor axis moment My?
6. How do I interpret the element design results per the ACI code
7. How do I Specify 2 Rows of Reinforcement in the Top or the Bottom of the Beam
8. If using an American code for code check, is there any parameter to define the material factor or is it already included
9. LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 2 IS BEYOND THE MIDPOINT OF MEMBER
10. [[Cannot see Shearwall Design Parameters within the Shearwall Design - Whole Structure window]]