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
Burns & McDonnell
×
Enter Password
Enter Password
Confirm Password
Ribbons
Badges
Jason Draper, P.E., S.E., M.ASCE
Burns & McDonnell
Profile
Connections
Contacts
Contributions
Achievements
List of Contributions
Contributions
1 to 2 of 2 total
search criteria =
ALL
RE: Epoxy Set Anchor Bolts
Posted By
Jason Draper
10-30-2019 07:46 AM
Found In
Egroup:
Integrated Buildings & Structures
\
view thread
If you do decide to set the anchors prior to 21 days, I would recommend a load test of the installed anchors to show that they can develop the required strength. ------------------------------ Jason Draper P.E., M.ASCE Burns & McDonnell Kansas City MO ------------------------------
RE: finite element analysis of slab vs traditional hand calculation
Posted By
Jason Draper
06-13-2017 09:39 AM
Found In
Egroup:
Integrated Buildings & Structures
\
view thread
Dikaios, While I couldn't be sure without seeing your model, it sounds as though the beams in your finite element model are not behaving as rigidly as they should be. How have you physically modeled the beam webs in your model? What is the center-to-center spacing of the beams? Also, have you modeled ...
Copyright 2025. All rights reserved.
Powered by Higher Logic
×
Community Tags
Add a tag
x
User Tags may not contain the following characters: @ # $ & :