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How to Design a Slender Concrete Column in Non Sway Frames (CSA A23.3-19)

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) https://structurepoint.org/publicatio... How to Design a Slender Concrete Column in Non-Sway Frames (CSA A23.3-19) (HTML) https://structurepoint.org/publicatio... Visit https://structurepoint.org for more information. Download a free trial for evaluation here: https://structurepoint.org/download-t... Review StructurePoint educational resources here: https://structurepoint.org/resources.asp Ask for help learning the program or request support: https://structurepoint.org/submit-a-q...