Examination of AISC LRFD shear lag design provisions

Engineering Journal

Volumn 37, Issue 3, 2000, Pages 83-98

  Kirkham, Willam J ^a   Miller, Thomas H ^b  

^a KPFF CONSULTING ENGINEERS   (United States)

^b Dept Civ Constr Environ Eng ^*  (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ASPECT RATIO; BOLTS; NUMERICAL METHODS; RIVETS; SPECIFICATIONS; STRESS CONCENTRATION; STRESSES; STRUCTURAL DESIGN; STRUCTURAL MEMBERS; TENSILE STRENGTH; WELDS;

CROSS SECTION; FLANGE CONNECTED CHANNELS; SHEAR LAG; SPECIFICATION PROVISIONS; TENSION MEMBERS;

STEEL STRUCTURES;

EID: 0034270416     PISSN: 00138029     EISSN: None     Source Type: Trade Journal    
DOI: None     Document Type: Article

References (24)

1. st ed., American Institute of Steel Construction, Chicago, IL.
2. nd ed., American Institute of Steel Construction, Chicago, IL.
3. nd ed., American Institute of Steel Construction, Chicago, IL.
4. nd ed., Vol. I, American Institute of Steel Construction, Chicago, IL.
5. nd ed., Vol. 2, American Institute of Steel Construction, Chicago, IL.
6. rd ed., American Institute of Steel Construction, Chicago, IL.
7. Butler, L. J. and Kulak, G. L. (1971), "Strength of Fillet Welds as a Function of Direction of Load," Welding Journal, Vol. 50, No. 5, pp. 231-234.
8. Butler, L. J., Pal, S., and Kulak, G. L. (1972), "Eccentrically Loaded Welded Connections," Journal of Structural Engineering, ASCE, Vol. 98, No. 5, pp. 989-1005.
9. Cheng, J. J. R., Kulak, G. L., and Khoo, H. (1998), "Strength of Slotted Tubular Tension Members," Canadian Journal of Civil Engineering, Vol. 25, pp. 982-991.
10. Chesson, E., Jr. and Munse, W. H. (1958), "Behavior of Riveted Truss-Type Connections," Transactions, ASCE, Vol. 123, pp. 1087-1128.
11. Chesson, E., Jr. and Munse, W. H. (1959), "Behavior of Large Riveted and Bolted Structural Connections," Structural Research Series, No. 174, University of Illinois, Urbana, IL.
12. Chesson, E., Jr. and Munse, W. H. (1963), "Riveted and Bolted Joints: Truss-Type Tensile Connections," Journal of the Structural Division, ASCE, Vol. 89 No. 1, pp. 67-106.
13. Davis, R. P. and Boomslitter, G. P. (1934), "Tensile Tests of Welded and Riveted Structural Members," Journal of the American Welding Society, Vol. 13, No. 4, pp. 21-27.
14. Davis, R. E., Woodruff, G. B., and Davis, H. E. (1940), "Tension Tests of Large Riveted Joints," Transactions, ASCE, Vol. 105, pp. 1193-1299.
15. rd Quarter, pp. 77-89.
16. Foreman, R. T. and Rumpf, J. L. (1961), "Static Tension Tests of Compact Bolted Joints," Transactions, ASCE, Vol. 126, No. 2, pp. 228-254.
17. Fuller, J. R., Leahey, T. F., and Munse, W. H. (1955), "A Study of the Behavior of Large I-Section Connections," ASCE Proc. Separate No. 659, 81, pp. 1-26.
18. Gibson, G. J. and Wake, B. T. (1942), "An investigation of Welded Connections for Angle Tension Members," Welding Journal, Vol. 21, No. 1, pp. 44-49.
19. Gonzalez, L. and Easterling, W. S. (1989), "Investigation of the Shear Lag Coefficient for Welded Tension Members," Report No. CE/VPI-ST 89/13. Virginia Polytechnic Institute and State University, Blacksburg, VA.
20. Hildebrand, F. B. (1943), "The Exact Solution of Shear-Lag Problems in Flat Panels and Box Beams Assumed Rigid in the Transverse Directions," Technical Note 894, National Advisory Comm. for Aeronautics, Washington, D. C.
21. Kulak, G. L. and E. Y. Wu (1997), "Shear Lag in Bolted Angle Tension Members," Journal of Structural Engineering, ASCE, Vol. 123, No. 9, pp. 1144-1152.
22. Levy, A., Singer, J., Baruch, M. (1975), "Experimental Study of Shear Lag in Axially Loaded Panels," Israel Journal of Technology, Vol. 13, pp. 89-100.
23. Munse, W. H., and Chesson, E., Jr. (1963), "Riveted and Bolted Joints: Net Section Design," Journal of the Structural Division, ASCE, Vol. 89 (ST1), pp. 107-126.
24. Timoshenko, S. P. (1953), History of Strength of Materials, McGraw-Hill, New York, NY.