Buckling in Slender Columns
 
This Download is for Registered Users Only.
Please login or Register (free plans available).

Description:

This sheet calculates the maximum axially concentric load that can be applied to a column without causing buckling.

Calculation Reference
Mechanical Engineering Design, 7th Ed, Shigley
| Find on Amazon.com | Find on Amazon.co.uk | Find on Amazon.fr | Find on Amazon.de | Find on Amazon.ca |
Machinery's Handbook, 28th Ed.
| Find on Amazon.com | Find on Amazon.co.uk | Find on Amazon.fr | Find on Amazon.de | Find on Amazon.ca |
Roarke's Formulas for Stress & Strain, 7th Ed &
| Find on Amazon.com | Find on Amazon.co.uk | Find on Amazon.fr | Find on Amazon.de | Find on Amazon.ca |
ASME II-D
| Find on Amazon.com | Find on Amazon.co.uk | Find on Amazon.fr | Find on Amazon.de | Find on Amazon.ca |

How to Give User Feedback
Use the forum link if you would like to raise a question with the author or the ExcelCalcs community. You can also leave a comment below (but only use this when you don't need a reply). Please rate any calculations you use. Your feedback encourages authors and guides other users to good content. Thank you.

Submitted On:

16 Dec 2009

Submitted By:

NewMechEngr

File Date:

16 Dec 2009

File Author:

David York

File Version:

1.0

File Size:

1,241.50 Kb

File Type:

xls

Downloads:

69

Rating:

Total Votes:1

Be the first to comment! Please sign in or register.