Abstract

Two roof panel designs for residential applications were developed to span from ridge to soffit without intermediate supports. The two designs, the truss core and the stiffened plate, incorporate both structural and insulation features such that a conditioned attic space can be achieved. The structural component of the truss-core and stiffened-plate panels is fabricated from steel webs laser welded to steel face sheets. The truss core includes an exterior (roof side) and interior (attic side) face sheet, whereas the stiffened plate includes only an interior face sheet. A separate polyurethane foam insulating layer is located on either the panel interior or exterior face. Structural performance requirements are developed from residential building codes for web failure, flexural capacity, and deflection. The structural analysis includes dead, live, and wind loads for all three U.S. climate zones. A model for panel performance was developed and validated through prototype panel tests. Truss-core and stiffened-plate panel designs were identified that satisfy the loading requirements for horizontal spans ranging from 3 to 8 m. Stiffened-plate panels are generally lighter weight than truss-core panels by 10–25%. However, only the truss-core panel satisfies the most extreme loading case for 8-m roof spans.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This work was supported by the U.S. Department of Energy (DOE) (Award DE-FC26-04NT42114) and cost sharing from the University of Minnesota Initiative for Renewable Energy and the Environment and the College of Science and Engineering. Any opinions, findings, conclusions, or recommendations expressed herein are those of the author(s) and do not necessarily reflect the views of the DOE.

References

AISI (American Iron and Steel Institute). (2012a). “ North American specification for the design of cold-formed steel structural members (2012 ed.).” AISI S100-12, Washington, DC.
AISI (American Iron and Steel Institute). (2012b). “ Commentary on North American specification for design of cold-formed steel structural members.” AISI S100-12C, Washington, DC.
Anderson, R., Hendron, R., Eastment, M., and Jalalzadeh-Azar, A. (2006). “ Building America residential system research results: Achieving 30% whole house energy savings level in hot-dry and mixed-dry climates.” National Renewable Energy Laboratory, Golden, CO.
Briscoe, C. R., Mantell, S. C., Davidson, J. H., and Okazaki, T. (2011). “ Design procedure for web core sandwich panels for residential roofs.” J. Sandwich Struct. Mater., 13(1), 23–58.
Briscoe, C. R., Mantell, S. C., Okazaki, T., and Davidson, J. H. (2012). “ Local shear buckling and bearing strength in web core sandwich panels: Model and experimental validation.” Eng. Struct., 35, 114–119.
Christian, J. E., Richards, L., Childs, P., Atchley, J., and Moon, H. (2006). “ Energy efficiency, SIPS, geothermal, and solar PV used in near zero-energy house.” ASHRAE Trans., 112(2), 275–284.
Davidson, J. H. (2008). “ Advanced energy efficient roof system.” DE-FC26-04NT42114 Final Rep., U.S. Department of Energy, Morgantown, WV.
Desjarlais, A., Petrie, T., Atchley, J. A., Gillenwater, R., and Roodvoets, D. (2008). Evaluating the energy performance of ballasted roof systems, Oak Ridge National Laboratory, Oak Ridge, TN, p. 30.
Desjarlais, A. O., Petrie, T. W., and Stovall, T. K. (2004). “ Comparison of cathedralized attics to conventional attics: Where and when do cathedralized attics save energy and operating costs?” Performance of Exterior Envelopes of Whole Buildings IX Int. Conf., American Society of Heating, Refrigeration and Air-Conditioning Engineers, Inc., Atlanta.
Di Muoio, G. L. (2008). “ Investigation of a light gage steel panelized roof system for residential applications.” M.S. thesis, Univ. of Minnesota, Minneapolis.
Eichenberger, P., Bieler, W., and Mostrales, D. (1999). Roof truss guide: Design and construction of standard timber and steel trusses, D. Schwitter, ed., SKAT, St. Gallen, Switzerland.
Hu, B., Dweib, M., Wool, R., and Shenton, H. (2007). “ Bio-based composite roof for residential construction.” J. Archit. Eng., 136–143.
ICC (International Code Council). (2012). 2012 International residential code for one- and two-family dwellings, Country Club Hills, IL.
Kucirka, M. (1989). “ Analysis and design of sandwich panel residential roof systems.” M.S. thesis, Massachusetts Institute of Technology, Cambridge, MA.
Lstiburek, J. W. (2013). “ Duct dynasty.” ASHRAE J., 52–58.
Mantell, S., et al. (2008). “ Manufactured panelized roof system for residential buildings.” 2008 ACEEE Summer Study on Energy Efficiency in Buildings, American Council for an Energy-Efficient Economy, Washington, DC.
MATLAB [Computer software]. MathWorks, Natick, MA.
Mosiman, G., Mittelman, G., Mantell, S. C., Carmody, J., and Davidson, J. H. (2017). “ Panelized residential roof system. II: Hygrothermal performance and architectural details.” J. Archit. Eng., 04017021.
Mullens, M. A., and Arif, M. (2006). “ Structural insulated panels: Impact on the residential construction process.” J. Constr. Eng. Manage., 786–794.
Nahmens, I., and Reichel, C. (2013). “ Adoption of high performance building systems in hot-humid climates—Lessons learned.” Constr. Innovation, 13(2), 186–201.
Okazaki, T., Siljenberg, B. J., Shield, C. K., and Mantell, S. C. (2009). “ Web crippling strength of a steel sandwich panel with V-shaped webs.” J. Constr. Steel Res., 65(8–9), 1721–1730.
Rudd, A. (2005). “ Field performance of unvented cathedralized (UC) attics in the USA.” J. Build. Phys., 29(2), 145–169.
Rudd, A., Lstiburek, J., and Ueno, K. (2000). “ Unvented-cathedralized attics: Where we've been and where we're going.” 2000 ACEEE Summer Study on Energy Efficiency in Buildings, American Council for an Energy-Efficient Economy, Washington, DC.
SBRA (Systems Building Research Alliance). (2000). “ Structural insulated panels in a manufactured home roof system: Engineering guidelines.” New York.
Sennah, K., Butt, A., and Taraba, E. (2008). “ Development of structural insulated sandwich timber panels with foam-core spline connections for roof construction.” Proc., Annual Conf. Canadian Society for Civil Engineering, Vol. 3, Canadian Society for Civil Engineering, Montreal, Canada, 1542–1551.
Sharaf, T., and Fam, A. (2012). “ Numerical modelling of sandwich panels with soft core and different rib configurations.” J. Reinf. Plast. Compos., 31(11), 771–784.
Silijenberg, B. J. (2009). “ Laboratory testing of laser welded truss-core sandwich panels.” M.S. thesis, Univ. of Minnesota, Minneapolis.
Tang, Z., Zha, X., and Zu, D. (2016). “ Bending properties of steel faced sandwich composite panels with phenolic foam cores.” J. Reinf. Plast. Compos., 35(10), 834–852.
Thomas, D., Mantell, S. C., Davidson, J. H., Goldberg, L. F., and Carmody, J. (2006). “ Analysis of sandwich panels for an energy efficient and self-supporting residential roof.” J. Solar Energy Eng., 128(3), 338–348.
Tompos, E. (2011). “Engineered design of SIP panels using NTA listing report data.” NTA IM 014 TIP 01, NTA, Nappanee, IN.
Zarghooni, M., and Sennah, K. (2010). “ Development of creep model for structural insulated timer-foam panels for roof construction under sustained loading”. Proc., Annual Conf. Canadian Society for Civil Engineering, Vol. 2, Canadian Society for Civil Engineering, Montreal, Canada, 961–970.

Information & Authors

Information

Published In

Go to Journal of Architectural Engineering
Journal of Architectural Engineering
Volume 23Issue 4December 2017

History

Received: Sep 20, 2016
Accepted: Jun 22, 2017
Published online: Aug 11, 2017
Published in print: Dec 1, 2017
Discussion open until: Jan 11, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Susan C. Mantell, Ph.D. [email protected]
Professor, Dept. of Mechanical Engineering, Univ. of Minnesota, 111 Church St. SE, Minneapolis, MN 55455 (corresponding author). E-mail: [email protected]
Giovanni L. Di Muoio, Ph.D. [email protected]
Technical Manager, Vestas Wind Systems, Hedeager, 8200 Aarhus N., Denmark. E-mail: [email protected]
Jane H. Davidson, Ph.D. [email protected]
Professor, Dept. of Mechanical Engineering, Univ. of Minnesota, 111 Church St. SE, Minneapolis, MN 55455. E-mail: [email protected]
Carol K. Shield, Ph.D., M.ASCE [email protected]
Professor, Dept. of Civil, Environmental and Geo-technical Engineering, Univ. of Minnesota, 500 Pillsbury Drive SE, Minneapolis, MN 55455. E-mail: [email protected]
Brian J. Siljenberg [email protected]
Structural Engineer, Barr Engineering, 4300 Market Pointe Dr., Minneapolis, MN 55435. E-mail: [email protected]
Taichiro Okazaki, Ph.D., M.ASCE [email protected]
Professor, Faculty of Engineering, Hokkaido Univ., 5 Chome Kita 8 Jonishi, Kita Ward, Sapporo, Hokkaido Prefecture 060-0808, Japan. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share