Applies To
	Product(s):	STAAD.Pro
	Version(s):	All
	Environment:	N/A
	Area:	Concrete Design
	Subarea:	General Solutions
	Original Author:	Bentley Technical Support Group

This page contains a list of Wikis which are independent of the design code chosen or in other words wikis which are valid for all concrete design codes.

1. Concrete column in STAAD.Pro is designed for the first load case only
2. Difference in Results for STAAD and RCDC
3. Why are the Moments as well as Reinforcement Appearing on the Top and not the Bottom of the Plates
4. A suitable bar arrangement could not be determined
5. Accounting for cracked concrete section
6. As part of the concrete column design output STAAD.Pro plots the Pn and Mn
7. Can I change the strength reduction factors in the program
8. EC2 code is not available in the batch mode of concrete design
9. How to Compute the Capacity of the Existing Concrete Section
10. Is Dowel Reinforcement a Term Used by American Engineers
11. Critical load case for shear design does give the highest shear force
12. What do These Expressions Mean "LONG. REINF.", "TRANS. REINF.", "TOP", "BOTT."
13. Why is concrete design on an element output report reinforcement in terms of "SQ.MM/MM"
14. Design parameters not considered for design