This video demonstrates the evaluation of slenderness effects for columns in a non-sway multistory reinforced concrete frame based on the provisions of the Canadian code (CSA A23.3-19) by determining the adequacy of the square tied column, which is a two-story high column in the middle of an atrium opening. The calculated results are compared with exact values from spColumn v10.10 engineering software program from StructurePoint.
Video Timestamps:
0:00 Intro
0:09 Typical Hand Calculations
0:43 spColumn Model Generation & Calculations
3:02 Comparison Between Results
3:10 StructurePoint Related Resources
To access and download the complete design example in PDF or HTML format, click on the following links:
How to Design a Slender Concrete Column in Non-Sway Frames (CSA A23.3-19) (PDF)
[ Ссылка ]
How to Design a Slender Concrete Column in Non-Sway Frames (CSA A23.3-19) (HTML)
[ Ссылка ]
Visit [ Ссылка ] for more information.
Download a free trial for evaluation here:
[ Ссылка ]
Review StructurePoint educational resources here:
[ Ссылка ]
Ask for help learning the program or request support:
[ Ссылка ]
