Title: In-Place Strength of Welded Headed Studs
Date: March-April, 1985
Volume: 30
Issue: 2
Page number: 56-81
Author(s): A. Fattah Shaikh, Whayong Yi
https://doi.org/10.15554/pcij.03011985.56.81
Click here to access the full journal article
Abstract
Based on a review of the state-of-the-art, the authors present a design procedure for welded headed studs and propose its adoption in the revised editions of the PCI Design Handbook and the PC/ Connection Details Manual, Numerical examples are included to illustrate the application of the proposed method.
References
1. Klingner, R. E., and Mendonca, J. A., "Tensile Capacity of Short Anchor Bolts and Welded Shads," ACI Journal, Proceedings V. 79, No. 1, July-August 1982.
2. PCI Design Handbook –Precast and Prestressed Concrete, 2nd Edition, Prestressed Concrete institute, Chicago, Illinois, 1978.
3. PCI Manual on Design of Connections for Precast, Prestressed Corwrete, Prestressed Concrete Institute, Chicago, Illinois, 1973.
4. Shaikh, A. F., "In-Place Tension and Shear Strength of U-Type Anchor Bolts," ACI Committee 355 Symposium - Anchorage to Concrete, Los Angeles,California, March 1983.
5. PCI Manual for Structural Design of Architectural Precast Concrete, Prestressed Concrete Institute, Chicago, Illinois, 1977.
6. Raths, C. H., "Production and Design of Architectural Precast Concrete," PCI JOURNAL, V. 12, No. 3, June 1967, pp. 18-43.
7. "Precast-Prestress Concrete Handbook," Dayton Superior Corporation, Miamisburg, Ohio, 1983.
8. Martin, L. D., and Korkosz, W. J., "Connections for Precast Prestressed Concrete Buildings, Including Earthquake Resistance," Technical Report No. 2, Prestressed Concrete Institute, Chicago, Illinois, March 1982.
9. "KSM Structural Engineering Aspects of Headed Anchors and Deformed Bar Anchors in the Concrete Construction Industry," KSM Fastening Systems Division, Omark Industries, Moorestown, New Jersey, 1974.
10. "Embedment Properties of Headed Studs," Design Data 10, TRW Nelson Division, Lorain, Ohio, 1974.
11. "Concrete Anchorages," TVA Civil Design Standard, No. DS-C6.1, Tennessee Valley Authority, Knoxville, 1975.
12. ACI Committee 349, "Proposed Addition to: Code Requirements for Nuclear Safety Related Concrete Structures (ACI 349-76)," ACI Journal, Proceedings V. 75, No. 8, August 1978.
13. ACI Committee 318, "Building Code Requirements for Reinforced Concrete (AC! 318-83)," American Concrete Institute, Detroit, Michigan, 1983.
14. McMackin, P. J., Slutter, R. G., and Fisher, J. W., "Headed Steel Anchors Under Combined Loading," AISC Engineering Journal, 2nd Quarter, April 1973.
15. Klingner, R. E., Mendonea, J. A., and Malik, J. B., "Effect of Reinforcing Details on Shear Resistance of Anchor Bolts Under Reversed Cyclic Loading," ACI Journal, Proceedings V. 79, No. 1, January-February 1982.
16. 011gaard. J. C., Stutter, R. G., and Fisher, J. W., "Shear Strength of Stud Connectors in Lightweight and Normal Weight Concrete," AISC Engineering Journal, V. 8, No, 2, April 1971.
17. Cannon, R. W., Burdette, E. G., and Funk, R. R., "Anchorage to Concrete," Tennessee Valley Authority, Knoxville, December 1975.
18. Klingner, R. E., and Mendonca, J. A.,"Shear Capacity of Short Anchor Bolts and Welded Studs," ACI Journal, Proceedings V. 79, No. 5, September-October 1982.