TECHNICAL PAPERS
Aug 1, 1996

Field Study of Pretension in Large-Diameter A490 Bolts

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Publication: Journal of Bridge Engineering
Volume 1, Issue 3

Abstract

A limited field testing program is described in which pretension was measured in 44 large-diameter (25.4 and 28.6 mm diameter) A490 bolts installed by construction crews into slip-critical connections in a multistory steel-framed building. The bolts were installed with direct tension indicators into connections that varied from simple bracing connections to large column splices. The field test results showed that the minimum specified pretension was not achieved in a significant number of bolts with long grip lengths (greater than 178 mm or 7 in.), while bolts with shorter grip lengths were adequately tensioned. A combination of factors, including greater difficulty in snugging the plies in the connections with the longer bolts and the very high pretension forces that the large-diameter, high-strength bolts required to develop specified pretension stresses, are thought to have caused the low pretension stresses measured in the longer bolts.

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References

1.
Dahl, J. S., Lu, L., Fisher, J. W., and Abruzzo, J.(1996). “Comparative effectiveness of tightening techniques for A490 1 1/4 inch diameter bolts.”Engrg. J., 33(1), 7–17.
2.
Instruction manual for high strength bolting with J & M Turners' direct tension indicators. (n.d.). J & M Turner Inc., Southampton, Pa.
3.
Kennedy, J. B., and Neville, A. M. (1974). Basic statistical methods for engineers and scientists . Harper and Row, New York, N.Y.
4.
Kulak, G. L., and Birkemoe, P. C.(1993). “Field studies of bolt pretension.”J. Constructional Steel Res., 25, 95–106.
5.
Kulak, G. L., Fisher, J. W., and Struik, J. H. (1987). Guide to design criteria for bolted and riveted joints, 2nd Ed., Prentice-Hall, Inc., Englewood Cliffs, N.J.
6.
Manual of steel construction, allowable stress design. (1989). 9th Ed., Am. Inst. of Steel Constr., Chicago, Ill.
7.
Notch, J. S. (1986). “A field problem with preload of large A490 bolts.”The Struct. Engr., London, England, 64A(4), 93–99.
8.
Pantermuehl, P. J., and Birring, A. S.(1984). “Ultrasonic procedure for measuring bolt-up and long-term relaxation stress in steel studs.”Mat. Evaluation, 46(6), 708–711.
9.
Research Council on Structural Connections (RCSC). (1988). Load and resistance factor design specification for structural joints using ASTM A325 or A490 bolts . Am. Inst. of Steel Constr., Chicago, Ill.
10.
Yura, J., Frank, K., and Polyzois, D. (1987). “High strength bolts for bridges.”FHWA/RD-87/088, Fed. Hwy. Admin., Washington, D.C.

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Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 1Issue 3August 1996
Pages: 121 - 126

History

Published online: Aug 1, 1996
Published in print: Aug 1996

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Authors

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Charles J. Oswald
Sr. Engr., Wilfred Baker Engineering, Inc., 8700 Crownhill, Ste. 310, San Antonio, TX 78209.
Robert J. Dexter
Sr. Res. Engr., ATLSS Lab., Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015.
Steven K. Brauer
Proj. Mgr., H. B. Zachry Co., P.O. Box 8000-369, Page, AZ 86040-8000.

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