TECHNICAL PAPERS
Oct 1, 2001

New Procedure for Design of End Plates and Base Plates of Cantilevered Traffic Support Structures

Publication: Journal of Structural Engineering
Volume 127, Issue 10

Abstract

End plates and base plates are routinely used in cantilevered structures supporting traffic signs, signals, and lights. Despite this fact, a standard procedure for the design of these plates has never been established. In this paper, a new procedure is developed for the design of end plates and base plates of these structures, and for base plates of span-wire-mounted traffic-signal structures. The proposed procedure is based on beam-and-plate bending and torsion theories, and is intended for use when designing plates of square configurations. Plate thicknesses and stresses obtained using this procedure compared well with those estimated using finite-element analysis, and supported earlier conclusions reached through physical testing.

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References

1.
Beedle, L. S., and Christopher, R. ( 1964). “Tests of steel moment connections.” Engrg. J., 1(4), 116–125.
2.
Boulos, S. J., Fu, G., and Alampalli, S. ( 1993). “Load testing, finite-element analysis, and design of steel traffic-signal poles.” Res. Rep. 159, Transportation Research and Development Bureau, New York State Department of Transportation, Albany, N.Y.
3.
Chesson, E. Jr., Faustino, N. L., and Munse, W. H. (1965). “High-strength bolts subjected to tension and shear.”J. Struct. Div., ASCE, 91(5), 155–180.
4.
Crishnamurthy, N. ( 1978). “A fresh look at bolted end-plate behavior and design.” Engrg. J., 15(2), 39–49.
5.
Douty, R. T., and McGuire, W. (1965). “High strength bolted moment connections.”J. Struct. Div., ASCE, 91(2), 101–128.
6.
Fisher, J. W., Kulack, G., and Struik, J. H. A. ( 1974). Guide to design criteria for bolted and riveted joints, Wiley, New York.
7.
Gaylord, H. Jr., and Gaylord, C. N., eds. ( 1990). Structural engineering handbook, McGraw-Hill, New York.
8.
Hag-Elsafi, O. ( 1984). “Analysis of plane elasto-plastic problems using a modified Tresca yield condition with kinematic hardening.” Master's thesis, University of Pittsburgh.
9.
Hag-Elsafi, O., Alampalli, S., and Owens, F. ( 2000). “Spreadsheet implementation of a simplified procedure for design of end-plates and base-plates of cantilevered traffic structures.” Spec. Rep133, Transportation R&D Bureau, New York State Department of Transportation, Albany, N.Y.
10.
Kaczinski, M. R., Dexter, R. J., and VanDien, J. P. ( 1998). “Fatigue-resistant design of cantilevered signal, sign and light supports.” Rep. 412, National Cooperative Highway Research Program, Transportation Research Board, Washington, D.C.
11.
Kato, B., and McGuire, W. (1973). “Analysis of T-stub flange-to-column connections.”J. Struct. Div., ASCE, 99(5), 865–888.
12.
Manual of steel construction: Allowable stress design, 9th Ed. (1998). American Institute of Steel Construction, Chicago.
13.
Nair, R. S., Birkemoe, P. C., and Munse, W. H. (1974). “High strength bolts subject to tension and prying.”J. Struct. Div., ASCE, 100(2), 351–372.
14.
Onderdonk, A. B., Lathrop, R. P., and Coel, J. ( 1957). “End plate connection in plastically designed structures.” Trans., ASCE, New York, 1(1), 24–57.
15.
Owen, D. R. J., and Hinton, E. ( 1980). Finite elements in plasticity: Theory and practice, Pineridge, Swansea, U.K.
16.
Owens, F., Hag-Elsafi, O., and Alampalli, S. ( 1999). “A simplified design procedure for end-plates and base-plates of cantilevered traffic structures.” Spec. Rep. 131, Transportation R&D Bureau, New York State Department of Transportation, Albany, N.Y.
17.
Popov, E. P. ( 1990). Engineering mechanics of solids, Prentice-Hall, Englewood Cliffs, N.J.
18.
Salmon, C. G., and Johnson, J. E. ( 1996). Steel structures: Design and behavior, 4th Ed., HarperCollins, New York.
19.
Salmon, C. G., Schenker, L., and Johnston, B. G. ( 1957). “Moment-rotation characteristics of column anchorages.” Trans., ASCE, 122, 132–154.
20.
Standard specifications for highway bridges, 15th Ed. (1992). American Association of State Highway and Transportation Officials, Washington, D.C.
21.
Standard specifications for structural supports for signs, luminaires and traffic signals. (1994). American Association of State Highway and Transportation Officials, Washington, D.C.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 127Issue 10October 2001
Pages: 1153 - 1163

History

Received: Jul 27, 2000
Published online: Oct 1, 2001
Published in print: Oct 2001

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Authors

Affiliations

Engrg. Res. Specialist I, New York State Dept. of Transp., 1220 Washington Ave., Albany, NY 12232-0869.
Head, Struct. Res., New York State Dept. of Transp., 1220 Washington Ave., Albany, NY 12232-0869.
Civ. Engr. I; formerly, New York State Dept. of Transp., 1220 Washington Ave., Albany, NY 12232-0869.

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