Guidelines for Use of Collar Beams
Publication: Journal of Architectural Engineering
Volume 3, Issue 1
Abstract
Collar beams are used within triangular wooden roof structures as both ridge ties and rafter braces, in spite of the fact that specific recommendations for their use are often contradictory or imprecise. To develop more consistent and rational guidelines for the use of collar beams, a structural model of a triangular roof was subjected to various loading scenarios across a wide range of both roof slopes and collar beam locations. It was found that in regions of moderate or heavy snow, collars can effectively prevent rafter separation at the ridge; in regions of high wind and no snow, either metal ridge straps or collars placed directly at the ridge should be used for most roof configurations. When used as rafter braces to permit larger spans, collar beams can have a modest impact, but only within a limited range of roof angles.
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References
1.
Architectural graphic standards, 9th Ed. (1994). John Wiley & Sons, Inc., New York, N.Y.
2.
Design values for wood construction. (1993). Am. Forest and Paper Assn., Washington, D.C.
3.
Gupta, A. K., and Kuo, G. P.(1987). “Modeling of a wood-framed house.”J. Struct. Engrg., ASCE, 113(2), 260–278.
4.
Halperin, D. A., and Bible, G. T. (1994). Principles of timber design for architects and builders. John Wiley & Sons, Inc., New York, N.Y.
5.
Heimeshoff, B., and Krabbe, E. (1963). “Zur statischen berechnung des kehlbalkendaches mit verschieblichem kehlbalken.”Die Bautechnik, Berlin, Germany, 40(1), 13–18 (in German).
6.
Kasal, B., Leichti, R. J., and Itani, R. Y.(1994). “Nonlinear finite-element model of complete light-frame wood structures.”J. Struct. Engrg., ASCE, 120(1), 100–119.
7.
Liu, H., Saffir, H. S., and Sparks, P. R.(1989). “Wind damage to wood-frame houses: problems, solutions, and research needs.”J. Aerosp. Engrg., ASCE, 2(2), 57–70.
8.
Mehta, K. C., Marshall, R. D., and Perry, D. C. (1991). Guide to the use of the wind load provisions of ASCE 7-88 (formerly ANSI A58.1). ASCE, New York, N.Y.
9.
Minimum design loads for buildings and other structures (ASCE 7-93). (1994). ASCE, New York, N.Y.
10.
Nateghi, F., Liu, H., and Gopalaratnam, V. S. (1988). “Wind forces on wood joints of nonengineered buildings: analysis and tests.”High winds and building codes, H. Liu, ed., Engrg. Conferences, Engrg. Extension, Univ. of Missouri–Columbia, Columbia, Mo.
11.
Ochshorn, J.(1996). “Contradictions in use of collar beams.”J. Arch. Engrg., ASCE, 2(1), 20–25.
12.
Olin, H. B., Schmidt, J. L., and Lewis, W. H. (1995). Construction principles, materials, and methods, 6th Ed., Van Nostrand Reinhold, New York, N.Y.
13.
Phillips, T. L., Itani, R. Y., and McLean, D. I.(1993). “Lateral load sharing by diaphragms in wood-framed buildings.”J. Struct. Engrg., ASCE, 119(5), 1556–1571.
14.
Span tables for joists and rafters. (1993). Am. Forest and Paper Assn., Washington, D.C.
15.
Sparks, P. R. (1988). “The North Carolina residential building code and its wind load requirements.”High winds and building codes, H. Liu, ed., Engrg. Conferences, Engrg. Extension, Univ. of Missouri–Columbia, Columbia, Mo.
16.
Standard for hurricane resistant residential construction. (1993). Southern Building Code Congress International, Inc., Birmingham, Ala.
17.
Timber construction manual, 4th Ed. (1994). John Wiley & Sons, Inc., New York, N.Y.
18.
Timoshenko, S. P., and Gere, J. M. (1961). Theory of elastic stability. McGraw-Hill Book Co., Inc., New York, N.Y.
19.
The BOCA national building code. (1993). Building Officials and Code Administrators International, Inc., Country Club Hills, Ill.
20.
Trysna, F. (1940). “Holzerne binderund stutzenlose steildacher.”Der Bauingenieur, Berlin, Germany, 21(12), 365–374 (in German).
21.
Tuomi, R. L., and McCutcheon, W. J. (1974). “Testing of a full-scale house under simulated snowloads and windloads.”USDA Forest Service Res. Paper, FPL 234, U.S. Dept. of Agr. (USDA), Madison, Wis.
22.
Uniform building code. (1994). International Conference of Building Officials, Whittier, Calif.
23.
Wolfe, R. W., and McCarthy, M. (1989). “Structural performance of light-frame roof assemblies, I.”USDA Forest Service Res. Paper, FPL 492, U.S. Dept. of Agr. (USDA), Madison, Wis.
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Copyright © 1997 American Society of Civil Engineers.
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Published online: Mar 1, 1997
Published in print: Mar 1997
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