Skip main navigation (Press Enter).
Log in
Toggle navigation
Collaborate Home
Communities
My Communities
All Communities
Communities of Practice
Get Started
New User
My Profile
My Privacy Settings
My Email Preferences
FAQs
Browse
Announcements
Blogs
Discussion Posts
Glossary
Library Entries
Connect
Directory
Events
Volunteer
Member Home (Admin)
Log in
List of Contributions
×
Contact Details
×
Enter Password
Enter Password
Confirm Password
Ribbons
Badges
Dr. Qusay Al-Kaseasbeh, Ph.D., S.E.
Profile
Connections
Contacts
Contributions
Achievements
List of Contributions
Contributions
1 to 1 of 1 total
search criteria =
ALL
HOW TO CALCULATE THE EQUIVALENT MOMENT OF INERTIA FOR A GRADED-THICKNESS CIRCULAR COLUMN?
Posted By
Qusay Al-Kaseasbeh
12-03-2018 12:12 PM
Found In
Egroup:
Integrated Buildings & Structures
\
view thread
If I have a thin-walled steel tubular circular column with graded-thickness along its longitudinal axis. How can I get the equivalent moment of inertia for the whole column? ------------------------------ Qusay Al-Kaseasbeh S.E., S.M.ASCE Grand Forks ND (701)885-2412 ------------------------- ...
Copyright 2026. All rights reserved.
Powered by Higher Logic
×
Community Tags
Add a tag
x
User Tags may not contain the following characters: @ # $ & :