| Course Name |
PDH |
Date |
Author/Speaker |
Type |
| Fundamentals of Connection Design: Fundamental Concepts, Part 1 |
1.5 |
Oct-19 |
Brad Davis, PhD, SE |
Webinar |
| Fundamentals of Connection Design: Fundamental Concepts, Part 2 |
1.5 |
Oct-19 |
Brad Davis, PhD, SE |
Webinar |
| Fundamentals of Connection Design: Shear Connections, Part 1 |
1.5 |
Nov-19 |
Brad Davis, PhD, SE |
Webinar |
| Fundamentals of Connection Design: Shear Connections, Part 2 |
1.5 |
Nov-19 |
Brad Davis, PhD, SE |
Webinar |
| Connection Design as the Fabricator's Representative |
1.5 |
Nov-18 |
Chad Fox, PE, SE |
Webinar |
| New Developments in Connection Design [C4] |
1.5 |
Apr-18 |
Bo Dowswell, PE, PhD |
NASCC |
| The Splice is Right [N87] |
1.5 |
Apr-16 |
Carol Drucker; Sylvie Boulanger; Larry Kruth; Duane Miller; Terri Meyer Boake |
NASCC |
| Delegating Connection Design [O4] |
0 |
Apr-20 |
Cliff Schwinger |
NASCC |
| Design and Detail Issues That Add Cost to Structural Steel Projects--and How to Avoid Them [Y11] |
0 |
Apr-20 |
Brian Volpe |
NASCC |
| Economic Design of SMF Connection Continuity Plate Welds [O13] |
0 |
Apr-20 |
Kevin Moore; Adel Mashayekh |
NASCC |
| Fatigue of Welded Connections [B27] |
0 |
Apr-20 |
Duane Miller |
NASCC,WSBS |
| Lions, and Tigers, and Bearings, Oh My! [B3] |
0 |
Apr-20 |
Ronald Watson; Mike Culmo |
NASCC,WSBS |
| Solving the Puzzle of Delegated Connection Design [O8] |
0 |
Apr-20 |
Carol Drucker; Sayle Lewis; Katelyn O'Donnell; Yann Gueguen |
NASCC |
| 30+ Good Rules of Connection Design: Round 2 [C7] |
0 |
Apr-19 |
Carol Drucker, SE, PE ; William Thornton ; Patrick Fortney, PE ; Dominick D'Antonio ; Supe Snehal |
NASCC |
| Bracing Success with Delegated Connection Design [C2] |
0 |
Apr-19 |
Carol Drucker, SE, PE |
NASCC |
| Connection Design Efficiency Loss [D4] |
0 |
Apr-19 |
David Wright ; David McBride ; Robert Johnson |
NASCC |
| Connection Dialogue [C9] |
0 |
Apr-19 |
Charles Hongell ; Jerod Hoffman ; Tony Harasimowicz ; Stephen Blumenbaum |
NASCC |
| Kinked Connections -- What Are They and Why Should I Care? [C3] |
0 |
Apr-19 |
Clifford Schwinger, PE |
NASCC |
| Partially Restrained Connections (25 years later) -- Current Views From Past Higgins Award Winners [C4] |
0 |
Apr-19 |
Roberto Leon, PE, PhD, D.M.ASCE |
NASCC |
| Stability of Connections and Assemblages [S8] |
0 |
Apr-19 |
|
NASCC |
| Connection Design Efficiency Loss [C7] |
0 |
Apr-18 |
David McBride, PE; David Wright, PE; Robert Johnson |
NASCC |
| Delegated Connection Design -- Best Practices to Promote the Steel Industry [N13] |
0 |
Apr-18 |
Matt Huber, PE |
NASCC |
| Delegation and Collaboration on Connections: Case Study [C3] |
0 |
Apr-18 |
Carol Drucker, SE, PE, PEng; Randall Herbstman, SE |
NASCC |
| Diaphragm Analysis, Design and Connection Considerations in Steel Seismic Force Resisting Systems [N18] |
0 |
Apr-18 |
John Kennedy, SE |
NASCC |
| Simple Connections Simplified [U7] |
0 |
Apr-18 |
Jeff Martin, PE; Tim Holtermann, SE, PE |
NASCC |
| Stability of Connections and Assemblages [S10] |
0 |
Apr-18 |
Astrid Winther Fischer; Hernan Castaneda; Panos Pantidis |
NASCC |
| AISC Research: The Chevron Effect: Shear and Bending Moment Demands for Beams in Concentrically Braced Frames [E28a] |
0 |
Mar-17 |
William Thornton; Paul Richards |
NASCC |
| Design and Detailing Considerations for Cantilever MomentConnections through W Shaped and HSS Columns [CN2a] |
0 |
Mar-17 |
Bill Merrell |
NASCC |
| Design Practicum 1: Special Moment Frame Connections [E35] |
0 |
Mar-17 |
Jason Ericksen |
NASCC |
| Field Connections -- Safe and Economical Tips [CN5a] |
0 |
Mar-17 |
Gary Violette |
NASCC |
| From One Generation to the Next -- Lessons Learned under Duane Miller [CA8] |
0 |
Mar-17 |
Michael Florczykoski |
NASCC |
| How the 2016 Code of Standard Practice Makes Delegated Connection Design Safe and Workable for Everyone [CN6] |
0 |
Mar-17 |
Larry Griffis, PE |
NASCC |
| Practical Advice for Reviewing Software Generated Connection Designs [CN4a] |
0 |
Mar-17 |
Sam Rubenzer; Cathleen Jacinto |
NASCC |
| Transfer Forces--What Are They and Why Should I Care? [E29a] |
0 |
Mar-17 |
Clifford Schwinger |
NASCC |
| A Notional Load Yield Line Model for Gusset Plate Stability [N33A] |
0 |
Apr-16 |
Bo Doswell |
NASCC |
| Analysis and Design of Stabilizer Plates in Single Plate Shear Connections [N61] |
0 |
Apr-16 |
Patrick J. Fortney; William Thornton |
NASCC |
| Connection Design, Detailing and Fabrication for Seismic Resistance [N11A] |
0 |
Apr-16 |
Robert Whyte |
NASCC |
| Connections in Steel Structures VIII |
0 |
May-16 |
|
Connections |
| Delegated Connection Design: What Are the EOR's Responsibilities? [N41A] |
0 |
Apr-16 |
Pat Fortney |
NASCC |
| Demystifying Connection Design and Transfer Forces [N59A] |
0 |
Apr-16 |
Sayle Lewis; David Hosking |
NASCC |
| Design of Stability Connections for Beams Used in Steel Seismic Frames [N5A] |
0 |
Apr-16 |
Patrick J. Fortney |
NASCC |
| From Complex Problems to Simple Solutions [N64] |
0 |
Apr-16 |
Carol Drucker; Michael Herriges; Tom Petrilla |
NASCC |
| Simplifying Tricky Connections [N75A] |
0 |
Apr-16 |
Logan Callele |
NASCC |
| The Chevron Effect Revisited [N53] |
0 |
Apr-16 |
Rafael Sabelli |
NASCC |
