Pittsburgh, Pennsylvania
June 22, 2008
June 22, 2008
June 25, 2008
2153-5965
Engineering Technology
7
13.1195.1 - 13.1195.7
10.18260/1-2--4160
https://peer.asee.org/4160
9471
Dr. Wood is Professor of Civil & Construction Engineering Technology and Director of the School of Engineering Technology at Youngstown State University, Youngstown, Ohio 44555.
Mr. Kurtanich is Associate Professor and Coordinator of the Civil & Construction Engineering Technology program in the School of Engineering Technology at Youngstown State University, Youngstown, Ohio 44555.
Mr. DiRienzo is a graduate of the Civil & Construction Engineering Technology program at Youngstown State University. He is curently a Project Engineer at Taylor Engineering, Inc. Jacksonville, FL 32256, USA
Temporary Loads During Construction: Undergraduate Research And Course Development
Abstract
Teaching models have evolved as research on learning has progressed. Kolb and Felder championed a learning styles paradigm while Dale developed a “Cone of Learning” model to address teaching styles. To maximize the learning experience for one talented undergraduate, we developed a project that required active leaning by the student and opened the potential for improvement of the Civil & Construction Engineering Technology curriculum. Understanding design loading requirements and combinations of loads is a challenging part of the design process, yet it is often not emphasized in undergraduate engineering or engineering technology curriculum. Application of ASCE 7, Minimum Design Loads for Buildings and Other Structures is often an incidental part of one or more design courses. Its proper application, however, requires significant class time so that students can gain the proper understanding of its many facets. Consideration of transient loads imposed during the construction process receives even less attention. Design for these loads is generally dismissed as “means and methods” which are the responsibility of the contractor. However, many graduates are employed by contractors or consultants working for contractors. Understanding that there is a difference between design loads and construction loads is, therefore, relevant and important. This paper looks at construction loads in accordance with ASCE 37, Design Loads on Structures During Construction and is based on an independent project undertaken by a student. He was tasked with researching the topic and preparing a set of notes for presentation to an undergraduate engineering technology class. This paper presents a summary of the topic to show how an undergraduate student would present the material. A review of the material prepared by the student provides insight into the level of understanding of this topic that can be achieved through active independent study and highlights the need for civil and construction engineering technology programs to include discussion of this topic..
Introduction
Teaching models have evolved as research on learning has progressed. Kolb1 and Felder2 championed a learning styles paradigm to explain that learning optimization cannot be utilizing a single teaching approach each individual may learn differently. Dale3 developed a “Cone of Learning” model that addresses teaching styles and their effectiveness on how students learn. To maximize the learning experience for one talented undergraduate, we developed a project that required active leaning by the student and opened the potential for improvement of the Civil & Construction Engineering Technology curriculum at the institution. Because the project was initiated in conjunction with some undergraduate research on masonry walls, the student’s initial work references some masonry-specific items such as wall bracing. This paper presents an edited condensation of his effort and is intended to demonstrate the depth and breadth of
Wood, W., & Kurtanich, D., & Di Rienzo, R. (2008, June), Temporary Loads During Construction: Undergraduate Research And Course Development Paper presented at 2008 Annual Conference & Exposition, Pittsburgh, Pennsylvania. 10.18260/1-2--4160
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