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
New Login Experience Coming!
ASCE will launch a new login experience in early 2026.
List of Contributions
×
Contact Details
×
Enter Password
Enter Password
Confirm Password
Ribbons
Badges
Dr. Ahmed Ashour, Ph.D., P.E., P.Eng
Profile
Connections
Contacts
Contributions
Achievements
List of Contributions
Contributions
1 to 2 of 2 total
search criteria =
ALL
RE: Base plate connection
Posted By
Ahmed Ashour
01-18-2018 02:45 PM
Found In
Egroup:
Integrated Buildings & Structures
\
view thread
Thank you all for your reply. I would like to thank also Dr. Ronald Cook and Debu Bhaumik for replying by email. I think now I have so many options to consider. I am not concerned about the footing, the lab strong floor is well detailed so that each rod can resist up to 1000 kN. Using Abaqus model, ...
Base plate connection
Posted By
Ahmed Ashour
01-12-2018 04:45 PM
Found In
Egroup:
Integrated Buildings & Structures
\
view thread
Hi All, We are upgrading a compression testing machine from 1250 kN capacity to 5000 kN. The reaction frame consists of four W12x87 columns. The column is welded to a 1 1/4" base plate and attached to the footings using two 2" anchor rods. Now after increasing the tensile load on the column, four ...
Copyright 2025. All rights reserved.
Powered by Higher Logic
×
Community Tags
Add a tag
x
User Tags may not contain the following characters: @ # $ & :