Blog

SE Solutions Provides Scholarships to 3 MSCE Structures Students from Purdue University (2019)

SE Solutions was pleased to recently present scholarships to three Purdue University Structures students to help defray the cost of their education. Harsh Bohra, Corey Beck, and Michael Walz were the recipients of the awards. This is the eighth year that SE Solutions has offered the scholarships. Harsh Bohra, received his bachelor’s degree from the Indian Institute of Technology, Bombay in…read more →

“SEU Speaker Inspires” Organization of the Month: City of Hope

In October 2019, SE University welcomed Bruce Brothersen, PE, SE, from Vulcraft, and Walter Worthley, PE, SE, from Valley Joist, to present Retrofitting of Existing Buildings with Steel Joists.  Bruce designated City of Hope (https://www.cityofhope.org) for one of the SEU Speaker Inspires donations for this month. Bruce shared: “Engineering is all about making the world better. Engineers are not alone…read more →

“SEU Speaker Inspires” Organization of the Month: St. Jude Children’s Research Hospital

In October 2019, SE University welcomed Bruce Brothersen, PE, SE, from Vulcraft, and Walter Worthley, PE, SE, from Valley Joist, to present Retrofitting of Existing Buildings with Steel Joists.  Walt designated St. Jude Children’s Research Hospital (https://www.stjude.org/) for one of the SEU Speaker Inspires donations for this month. Walt shared: “The St. Jude Children’s Research Hospital continues to provide exceptional…read more →

AISC 341-16 Seismic Design Changes: Shared Columns-Intersecting Frames

In the immediate aftermath of the Northridge earthquake in 1994, steel buildings seemed to perform well. In the weeks to months following, however, extensive damage was found in special moment frame steel systems. As a result, FEMA allocated 10 million dollars to investigate, test and analyze materials, member connections, and structural systems in order to establish a better understanding of…read more →

Welding on In-Place Embed Plates

AISC’s Steel Solutions Center frequently receives questions related to welding in situations that are not ordinary or where special fixes are needed after something has gone wrong.  To address these questions and other welding dilemmas, special care was taken in Design Guide 21: Welded Connections (Second Edition)  to expand upon Special Welding Applications. Enhanced since the First Edition, the Design…read more →

“SEU Speaker Inspires” Organization of the Month: EERI Learning from Earthquakes (LFE) Endowment Campaign Fund

In September 2019, SE University welcomed James O. Malley, SE, from Degenkolb Engineers, to present Changes to the Seismic Design of Steel Structures.  Jim designated the Earthquake Engineering Research Institute (EERI) Learning from Earthquakes (LFE) Endowment Campaign Fund (http://www.learningfromearthquakes.org/) for the SEU Speaker Inspires donation of the month. Jim shared: “I selected this fund because EERI’s LFE program made a…read more →

Problem Solved: Out-of-Tolerance Fillet Weld Joints

Have you encountered fit-up problems in the field for fillet welded connections?  What has been your solution? AWS D1.1 requires that the engineer approve any alternative acceptance criteria for production welds, but the Code only provides general stipulations applicable to most situations.  Finding an acceptable alternative for fit-up issues often plagues engineers, however in the Second Edition of Design Guide…read more →

“SEU Speaker Inspires” Organization of the Month: The City Mission – Cleveland

In August 2019, Duane Miller, PE, from the Lincoln Electric Company, presented Introducing Design Guide 21: Welded Connections (Second Edition). Duane previously nominated The City Mission in Cleveland (https://www.thecitymission.org) for the SEU Speaker Inspires donation of the month when he spoke for SE University in 2017, and he has chosen to do the same in 2019. Duane shared why he…read more →

Tilt-Up Wall Anchorage

The design of wall anchorage in tilt-up walls has been influenced most by past failures during seismic events.  While many failures were the result of cross-grain bending in wood roof designs, many problems were found also in steel structures, where the steel lacked the necessary ductility and overstrength required during an earthquake.  How do ACI and ASCE 7 address the…read more →