Yu W., LaBoube R.A. Cold-Formed Steel Design
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REFERENCES 445
4.40 Hancock, G. J., M. Celeban, C. Healy, P. N. Georgiou,
and N. L. Ings: “Tests of Purlins with Screw Fastened
Sheeting under Wind Uplift,” in Proceedings of the 10th
International Specialty Conference on Cold-Formed Steel
Structures, W. W. Yu and R. A. LaBoube, Eds., University
of Missouri-Rolla, Oct. 1990.
4.41 Hildebrand, F. B., and E. Reissner: “Least Work Analysis
of the Problem of Shear Lag in Box Beams,” NACA
Technical Note 893, 1943.
4.42 Winter, G.: “Stress Distribution in and Equivalent Width
of Flanges of Wide, Thin-Wall Steel Beams,” NACA
Technical Note 784, 1940.
4.43 Miller, A. B.: “Die mittragende Breite, and
¨
uber die
mittragende Breite,” Luftfahrtforschung, vol. 4, no. 1,
1929.
4.44 Tate, M. B.: “Shear Lag in Tension Panels and Box
Beams,” Engineering Report 3, Iowa Engineering Station,
Iowa State College, 1950.
4.45 Roark, R. J.: Formulas for Stress and Strain, 4th ed.,
McGraw-Hill Book Company, New York, 1965.
4.46 Malcolm, D. J., and R. G. Redwood: “Shear Lag in
Stiffened Box Girders,” Journal of the Structural Division,
ASCE Proceedings, vol. 96, July 1970.
4.47 Parr, D. H., and S. P. Maggard: “Ultimate Design of
Hollow Thin-Walled Box Girders,” Journal of the Struc-
tural Division, ASCE Proceedings, vol. 98, July 1972.
4.48 Van Dalen, K., and S. V. Narasimham: “Shear Lag in
Shallow Wide-Flange Box Girders,” Journal of the Struc-
tural Division, ASCE Proceedings, vol. 102, Oct. 1976.
4.49 Lamas, A. R. G., and P. J. Dowling: “Effect of Shear
Lag on the Inelastic Buckling Behavior of Thin-Walled
Structures,” in Thin-Walled Structures, J. Rhodes and A.
C. Walker, Eds., Granada Publishing, New York, Apr. 3–6,
1979.
4.50 Jetteur, P., R. Maquoi, and C. Massonnet: “Simulation of
the Behaviour of Stiffened Box Girders with and without
Shear Lag,” International Journal on Thin-Walled Struc-
tures, vol. 1, no. 3, 1983.
4.51 Skaloud, M.: “The Effect of Shear Lag in the Light
of Various Definitions of the Ultimate Limit State of
Stiffened Compression Flanges,” International Journal on
Thin-Walled Structures, vol. 3, no. 4, 1985.
4.52 Chang, S. T., and F. Z. Zheng: “Negative Shear Lag in
Cantilever Box Girder with Constant Depth,” Journal of
Structural Engineering, vol. 133, no. 1, Jan. 1987.
4.53 Chang, S. T., and D. Yun: “Shear Lag Effect in Box Girder
with Varying Depth,” Journal of Structural Engineering,
vol. 114, no. 10, Oct. 1988.
4.54 Song, Q. G., and A. C. Scordelis: “Shear-Lag Analysis of
T-, I-, and Box Beams,” Journal of Structural Engineering,
ASCE , vol. 116, May 1990.
4.55 Song, Q. G., and A. C. Scordelis: “Formulas for Shear-Lag
Effect of T-, I-, and Box Beams,” Journal of Structural
Engineering, ASCE , vol. 116, May 1990.
4.56 LaBoube, R. A., and W. W. Yu: “Structural Behavior of
Beam Webs Subjected Primarily to Shear,” Final Report,
Civil Engineering Study 78-2, University of Missouri-
Rolla, June 1978.
4.57 LaBoube, R. A., and W. W. Yu: “Structural Behavior
of Beam Webs Subjected to a Combination of Bending
and Shear,” Final Report, Civil Engineering Study 78-3,
University of Missouri-Rolla, June 1978.
4.58 Hetrakul, N., and W. W. Yu: “Structural Behavior of Beam
Webs Subjected to Web Crippling and a Combination of
Web Crippling and Bending,” Final Report, Civil Engi-
neering Study 78-4, University of Missouri-Rolla, June
1978.
4.59 Nguyen, P., and W. W. Yu: “Structural Behavior of Trans-
versely Reinforced Beam Webs,” Final Report, Civil Engi-
neering Study 78-5, University of Missouri-Rolla, June
1978.
4.60
Nguyen, P., and
W. W. Yu: “Structural Behavioral of
Longitudinally Reinforced Beam Webs,” Final Report,
Civil Engineering Study 78-6, University of Missouri-
Rolla, June 1978.
4.61 Popov, E. P.: Mechanics of Materials, Prentice-Hall,
Englewood Cliffs, NJ, 1976.
4.62 Southwell, R. V., and S. W. Skan: “On the Stability under
Shearing Forces of a Flat Elastic Strip,” Proceedings Royal
Society A, vol. 105, no. 733, May 1924.
4.63 Rockey, K. C.: “Shear Buckling of Thin-Walled Sections,”
in Thin-Walled Structures, A. H. Chilver, Ed., Wiley, New
York, 1967.
4.64 Basler, K.: “Strength of Plate Girders in Shear,” Journal of
the Structural Division, ASCE Proceedings, vol. 87, Oct.
1961, pp. 151–180.
4.65 Nguyen, P., and W. W. Yu: “Bending Strength of Cold-
Formed Steel Longitudinally Reinforced Beam Webs,” in
Proceedings of the 5th International Specialty Conference
on Cold-Formed Steel Structures,W.W.YuandJ.H.
Senne, Eds., University of Missouri-Rolla, Nov. 1980.
4.66 Nguyen, R. P., and W. W. Yu: “Longitudinally Reinforced
Cold-Formed Steel Beam Webs,” Journal of the Structural
Division, ASCE Proceedings, vol. 108, Nov. 1982.
4.67 LaBoube, R. A., and W. W. Yu: “Cold-Formed Steel
Web Elements under Combined Bending and Shear,” in
Proceedings of the 4th International Specialty Conference
on Cold-Formed Steel Structures,W.W.YuandJ.H.
Senne, Eds., University of Missouri-Rolla, June 1978.
4.68 Sommerfeld, A.: Zeitschrift f¨ur Mathematik und Physik,
vol. 54, 1906.
4.69 Timoshenko, S. P.: Zeitschrift f¨ur Mathematik und Physik,
vol. 58, 1910.
4.70 Leggett, D. M. A.: “The Effect of Two Isolated Forces on
Elastic Stability of Flat Rectangular Plate,” Proceedings,
Cambridge Philosophical Society, vol. 33, 1937.
4.71 Hopkins, H. G.: “Elastic Stability of Infinite Strips,”
Proceedings, Cambridge Philosophical Society, vol. 45,
1969.
4.72 Yamaki, N.: “Buckling of a Rectangular Plate under
Locally Distributed Forces Applied on the Two Oppo-
site Edges,” 1st, 2nd, and 4th Reports, The Institute of
446 REFERENCES
High-Speed Mechanics, Tohuku University, Japan, 1953
and 1954.
4.73 Zetlin, L.: “Elastic Instability of Flat Plates Subjected to
Partial Edge Loads,” Journal of the Structural Division,
ASCE Proceedings, vol. 81, Sept. 1955.
4.74 White, R. N., and W. S. Cottingham: “Stability of Plates
under Partial Edge Loadings,” Journal of the Engineering
Mechanics Division, ASCE Proceedings, vol. 88, Oct.
1962.
4.75 Khan, M. Z., and A. C. Walker: “Buckling of Plates
Subjected to Localised Edge Loading,” The Structural
Engineer, vol. 50, June 1972.
4.76 Khan, M. Z., K. C. Johns, and B. Hayman: “Buckling
of Plates with Partially Loaded Edges,” Journal of the
Structural Division, ASCE Proceedings, vol. 103, Mar.
1977.
4.77 Lyse, I., and H. J. Godfrey: “Investigation of Web Buck-
ling in Steel Beams,” ASCE Transactions, vol. 100, 1935.
4.78 Bagchi, D. K., and K. C. Rockey: “A Note on the Buckling
of a Plate Girder Web Due to Partial Edge Loadings,”
Final Reports, International Association for Bridge and
Structural Engineering, Sept. 1968.
4.79 Rockey, K. C., and D. K. Bagchi: “Buckling of Plate
Girder Webs under Partial Edge Loading,” International
Journal of Mechanical Science, vol. 12, 1970.
4.80 Rockey, K. C., and M. A. El-gaaly: “Ultimate Strength
of Plates when Subjected to In-Plane Patch Loading,” in
Proceedings of the Seminar on Design of Plate and Box
Girders for Ultimate Strength, International Association
for Bridge and Structural Engineering, Zurich, 1971.
4.81 Rockey, K. C., M. A. El-gaaly, and D. K. Bagchi: “Failure
of Thin-Walled Members and Patch Loading,” Journal of
the Structural Division, ASCE Proceedings, vol. 98, Dec.
1972.
4.82 Rockey, K. C., and M. A. El-gaaly: “Stability of Load
Bearing Trapezoidal Diaphragms,” Publications of the
International Association for Bridge and Structural Engi-
neering, vol. 32-11, 1972.
4.83 Rockey, K. C., and M. A. El-gaaly: “Ultimate Strength
of Plates when Subjected to In-Plane Patch Loading,”
presented at the Colloquium on Design Plate and Box
Girders for Ultimate Strength, London, England, Interna-
tional Association for Bridge and Structural Engineering,
July 1972.
4.84 Bergfelt, A.: “Patch Loading on a Slender Web—Influence
of Horizontal and Vertical Web Stiffeners on the Load
Carrying Capacity,” Chalmers University of Technology,
Goteborg, Sweden, 1979.
4.85 Winter, G., and R. H. J. Pian: “Crushing Strength of
Thin Steel Webs,” Cornell Bulletin 35, Part 1, Cornell
University, Ithaca, NY, Apr. 1946.
4.86 Yu. W. W.: “Web Crippling and Combined Web Crippling
and Bending of Steel Decks,” Civil Engineering Study 81-
2, University of Missouri-Rolla, Apr. 1981.
4.87 Baehre, R.: “Sheet Metal Panels for Use in Building
Construction—Recent Research Projects in Sweden,” in
Proceedings of the 3rd International Specialty Conference
on Cold-Formed Steel Structures,W.W.YuandJ.H.
Senne, Eds., University of Missouri-Rolla, Nov. 1975.
4.88 Wing, B. A., and R. M. Schuster: “Web Crippling and the
Interaction of Bending and Web Crippling of Unreinforced
Multi-Web Cold-Formed Steel Sections,” University of
Waterloo, Ontario, Canada, 1981.
4.89 Wing, B. A., and R. M. Schuster: “Web Crippling of
Decks Subjected to Two Flange Loading,” in Proceedings
of the 6th International Specialty Conference on Cold-
Formed Steel Structures,W.W.YuandJ.H.Senne,Eds.,
University of Missouri-Rolla, Nov. 1982.
4.90 NAHB Research Foundation: “Tests of United States Steel
Super-C Steel Joists for Interaction of Bending and Web
Crippling,” CR-785B, Upper Marlboro, MD, 1972.
4.91 El-gaaly, M. A., and K. C. Rockey: “Ultimate Strength of
Thin-Walled Members and Patch Loading and Bending,”
in Proceedings of the 2nd Specialty Conference on Cold-
Formed Steel Structures,W.W.Yu,Ed.,Universityof
Missouri-Rolla, Oct. 1973.
4.92 Ratliff, G. D.: “Interaction of Concentrated Loads and
Bending in C-Shaped Beams,” in Proceedings of the 3rd
International Specialty Conference on Cold-Formed Steel
Structures, W. W. Yu and J. H. Senne, Eds., University of
Missouri-Rolla, Nov. 1975.
4.93 National Swedish Board of Urban Planning: “Swedish
Specification for Design of Thin-Walled Cold-Formed
Structural Members.” Sweden.
4.94 Hetrakul, N., and W. W. Yu: “Cold-Formed Steel I-Beams
Subjected to Combined Bending and Web Crippling,” in
Thin-Walled Structures, J. Rhodes and A. C. Walker, Eds.,
Granada Publishing, London, Apr. 3–6, 1979.
4.
95 Graves
Smith, T. R., and J. T. Gierlinski: “Buckling
of Stiffened Webs by Local Edge Loads,” Journal of
Structural Engineering, vol. 108, June 1982. Discussion
by A. Bergfelt, Journal of Structural Engineering, vol.
110, no. 1, Jan. 1984.
4.96 Packer, J. A.: “Web Crippling of Rectangular Hollow
Sections,” Journal of Structural Engineering, vol. 110, no.
10, Oct. 1984.
4.97 Santaputra, C., M. B. Parks, and W W. Yu: “Web Crippling
Strength of High Strength Steel Beams,” in Proceedings
of the 8th Specialty Conference on Cold-Formed Steel
Structures, W. W. Yu and J. H. Senne, Eds., University of
Missouri-Rolla, Nov. 11–12, 1986.
4.98 Wing, B. A., and R. M. Schuster: “Web Crippling of
Multi-Web Deck Sections Subjected to Interior One Flange
Loading,” in Proceedings of the 5th International Specialty
Conference on Cold-Formed Steel Structures,W.W.Yu
and J. H. Senne, Eds., University of Missouri-Rolla, Nov.
11–12, 1986.
4.99 Tsai, Y. M., and M. Crisinel: “Moment Redistribution in
Profiled Sheeting,” in Proceedings of the 8th International
Specialty Conference on Cold-Formed Steel Structures,W.
W. Yu and J. H. Senne, Eds., University of Missouri-Rolla,
Nov. 11–12, 1986.
REFERENCES 447
4.100 Tsai, Y. M., and M. Crisinel: “Moment Redistribution in
Continuous Profiled Steel Sheeting,” in Proceedings of the
IABSE Colloquium, Stockholm, Sweden, 1986.
4.101 Packer, J. A.: “Review of American RHS Web Crippling
Provisions,” Journal of Structural Engineering, vol. 113,
no. 12, Dec. 1987.
4.102 Edlund, B. L. O.: “Buckling and Failure Modes in Slender
Plate Girders under Patch Loading,” Der Metallbau in
Konstruktiven-Ingenieurbau, Karlsruhe, West Germany,
Feb. 1988.
4.103 Jakubowski, S.: “Buckling of Thin-Walled Girders under
Compound Load,” Thin-Walled Structures, vol. 6, no. 2,
1988.
4.104 Santaputra, C., M. B. Parks, and W. W. Yu: “Web-
Crippling Strength of Cold-Formed Steel Beams,” Journal
of Structural Engineering, ASCE, vol. 115, Oct. 1989.
4.105 Sivakumaran, K. S., and K. M. Zielonka: “Web Crip-
pling Strength of Thin-Walled Steel Members with Web
Opening,” Thin-Walled Structures, International Journal,
vol. 8, no. 4, 1989.
4.106 Studnicka, J.: “Web Crippling of Wide Deck Sections,” in
Proceedings of the 10th International Specialty Conference
on Cold-Formed Steel Structures,W.W.YuandR.A.
LaBoube, Eds., University of Missouri-Rolla, Oct. 1990.
4.107 Bakker, M., T. Pekoz, and J. Stark: “A Model for the
Behavior of Thin Walled Flexural Members under Concen-
trated Loads,” in Proceedings of the 10th International
Specialty Conference on Cold-Formed Steel Structures,W.
W. Yu and R. A. LaBoube, Eds., University of Missouri-
Rolla, Oct. 1990.
4.108 Winter, G., W. Lansing, and R. B. McCalley: “Perfor-
mance of Laterally Loaded Channel Beams,” Research,
Engineering, Structures Supplement (Colston Papers, Vol.
II). p. 49, London, 1949. Reprinted in Four Papers on
the Performance of Thin Walled Steel Structures, Reprint
33, Cornell University Engineering Experimental Station,
Ithaca, NY.
4.109 Zetlin, L., and G. Winter: “Unsymmetrical Bending of
Beams with and without Lateral Bracing,” ASCE Proceed-
ings, Paper 774, vol. 81, 1955.
4.110 Murray, T. M., and S. Elhouar: “Stability Requirements
of Z-Purlin Supported Conventional Metal Building Roof
Systems,” in Annual Technical Session Proceedings,Struc-
tural Stability Research Council, Lehigh University, Beth-
lehem, PA, 1985.
4.111 Winter, G.: “Lateral Bracing of Columns and Beams,”
ASCE Transactions, vol. 125, 1960.
4.112 Lautensleger, R. W.: “The Opposed Z Purlin System
for Low-Sloped Metal Building Roofs,” in Proceedings,
Behavior of Building Systems and Building Components,
P. K. Basu, Ed., Vanderbilt University, Nashville, TN,
Mar. 1979.
4.113 Bryan, E. R.: “The Effect of Sheeting on Structural
Design,” Building with Steel, Journal of the British
Constructional Steel Work Association, vol. 3, Aug. 1964.
4.114 Bryan, E. R., and W. M. El-Dakhakhni: “Behavior of
Sheeted Portal Frame Sheds: Theory and Experiments,”
Proceedings of the Institution of Civil Engineers, vol. 29,
Dec. 1964.
4.115 Pincus, G., and G. P. Fisher: “Behavior of Diaphragm-
Braced Columns and Beams,” Journal of the Structural
Division, ASCE Proceedings, Paper 4792, vol. 92, Apr.
1966.
4.116 Errera, S. J., G. Pincus, and G. P. Fisher: “Columns and
Beams Braced by Diaphragms,” Journal of the Structural
Division, ASCE Proceedings, Paper 5103, vol. 93, Feb.
1967.
4.117
Errera, S. J
., and T. V. S. R. Apparao: “Beams and
Columns Braced by Thin-Walled Steel Diaphragms,” Final
Report, International Association for Bridge and Structural
Engineering, Zurich, Sept. 9–14, 1968.
4.118 Celebi, N., T. Pekoz, and G. Winter: “Behavior of Channel
and Z-Section Beams Braced by Diaphragms,” in Proceed-
ings of the 1st Specialty Conference on Cold-Formed Steel
Structures, W. W. Yu, Ed., University of Missouri-Rolla,
Aug. 1971.
4.119 Rockey, K. C., and D. A. Nethercot: “Stabilization of
Beams against Lateral Buckling,” in Proceedings of the 1st
Specialty Conference on Cold-Formed Steel Structures,W.
W. Yu, Ed., University of Missouri-Rolla, Aug. 1971.
4.120 Wikstrom, P.: “Z and Channel-Purlins Connected with
Corrugated Steel Sheeting,” in Proceedings of the 1st
Specialty Conference on Cold-Formed Steel Structures,W.
W. Yu, Ed., University of Missouri-Rolla, Aug. 1971.
4.121 Harvey, J. M.: “The Integral Behavior of Roof Sheets and
Purlins,” in Thin-Walled Structures, K. C. Rockey and H.
V. Hill, Eds., Gordon and Breach Science Publishers, New
York, 1969.
4.122 Harvey, J. M.: “Flexure of a Cold-Formed Z-Section
Purlin,” Structural Engineer, Sept. 1970.
4.123 Celebi, N., G. Winter, and T. Pekoz: “Diaphragm Braced
Channel and Z-Section Beams,” Report 344, Cornell
University, Ithaca, NY, Oct. 1971.
4.124 Fisher, J. M., and D. L. Johnson: “Behavior of Light Gage
Diaphragms Coupled with X-Bracing,” in Proceedings of
the 2nd Conference on Cold-Formed Steel Structures,W.
W. Yu, Ed., University of Missouri-Rolla, Oct. 1973.
4.125 Pekoz, T.: “Continuous Purlin Tests,” Final Report,
Cornell University, Ithaca, NY, Jan. 1975.
4.126 Pekoz, T.: “Evaluation of the Results of Continuous Purlin
Tests,” Final Report, Cornell University, Ithaca, NY, Jan.
1975.
4.127 Pekoz, T.: “Progress Report on Cold-Formed Steel Purlin
Design,” in Proceedings of the 3rd International Specialty
Conference on Cold-Formed Steel Structures,W.W.Yu
and J. H. Senne, Eds., University of Missouri-Rolla, Nov.
1975.
4.128 Pekoz, T.: “Evaluation of the Results of Gravity Load
Tests of C and Z Purlin Roof Systems,” Cornell University,
Ithaca, NY, Jan. 1976.
4.129 Birkemoe, P. C.: “Behavior and Design of Girts and
Purlins for Negative Pressure,” in Proceedings, Canadian
Structural Engineering Conference, 1976.
448 REFERENCES
4.130 Hancock, G. J., and N. S. Trahair: “Lateral Buckling of
Roof Purlins with Diaphragm Restraints,” Research Report
R319, University of Sydney, Sydney, Australia, Apr. 1978.
4.131 Rhodes, J., et al.: “Tests on a Continuous Purlin Roofing
System,” in Proceedings of the 4th International Specialty
Conference on Cold-Formed Steel Structures,W.W.Yu
and J. H. Senne, Eds. University of Missouri-Rolla, June
1978.
4.132 Birkemoe, P. C., and D. Polyzois: “The Behavior of
Cold-Formed Channels Braced Continuously along Their
Tensions Side and Restrained by Sag Rods,” in Thin-
Walled Structures, J. Rhodes and A. C. Walker, Eds.,
Granada Publishing, New York, Apr. 1979.
4.133 Razak, M. A. A., and T. Pekoz: “Ultimate Strength
of Cold-Formed Steel Z-Purlins,” Report 80-3, Cornell
University, Ithaca, NY, Feb. 1980.
4.134 Polyzois, D., and P.C. Birkemoe: “Behavior and Design of
Continuous Girts and Purlins,” in Proceedings of the 5th
International Specialty Conference on Cold-Formed Steel
Structures, W. W. Yu and J. H. Senne, Eds., University of
Missouri-Rolla, Nov. 1980.
4.135 Nethercot, D. A., and N. S. Trahair: “Design of
Diaphragm-Braced I-Beams,” Journal of the Structural
Division, ASCE Proceedings, vol. 101, Oct. 1975.
4.136 Errera,S.J.,andT.V.S.R. Apparao: “Design of I-Shaped
Beams with Diaphragm Bracing,” Journal of the Structural
Division, ASCE Proceedings, vol. 102, Apr. 1976.
4.137 LaBoube, R. A.: “Purlin Braces: Measured Forces,”
in Stability of Metal Structures, Proceedings of the 3rd
International Colloquium, Structural Stability Research
Council, Lehigh University, Bethlehem, PA, May 1983.
4.138 Galambos, T. V.: “Bracing of Light Roof Trusses,” in
Proceedings of the 2nd Regional Colloquium on Stability
of Steel Structures, Hungary, Sept. 25–26, 1986.
4.139 Polyzois, D.: “Sag Rods as Lateral Supports for Girts and
Purlins,” Journal of Structural Engineering, vol. 113, no.
7, July 1987.
4.140 Heins, C. P.: Bending and Torsional Design in Structural
Members, Lexington Books, D. C. Heath and Company,
Lexington, MA, 1975.
4.141 Davies, J. M., and G. Raven: “Design of Cold-Formed
Steel Purlins,” in Proceedings of the IABSE Colloquium,
Stockholm, Sweden, 1986.
4.142 Murray, T. M., and V. Seshappa: “Study of Thin-Walled
Metal Building Roof Systems Using Scale Models,”
in Proceedings of the IABSE Colloquium, Stockholm,
Sweden, 1986.
4.143 Tomka, P.: “Load Bearing Capacity of Cold-Formed Z-
Sections,” in Proceedings of the 2nd Regional Colloquium
on Stability of Steel Structures, Hungary, Sept. 25–26,
1986.
4.144 Robertson, G. W., and C. E. Kurt: “Behavior of Nested
Z-Shaped Purlins,” in Proceedings of the 8th International
Specialty Conference on Cold-Formed Steel Structures,W.
W. Yu and J. H. Senne, Eds., University of Missouri-Rolla,
Nov. 11–12, 1986.
4.145 Elhouar, S., and T. M. Murray: “Verification of 1986 AISI
Provisions for Purlin Design,” in Proceedings of the 8th
International Specialty Conference on Cold-Formed Steel
Structures, W. W. Yu and J. H. Senne, Eds., University of
Missouri-Rolla, Nov. 11–12, 1986.
4.146 Stark, J. W. B., and A. W. Toma: “New Design Method for
Cold-Formed Purlins,” in Der Metallbau in Konstruktiven-
Ingenieurbau, Karlsruhe, West Germany, Feb. 1988.
4.147 Thomasson, P. O.: “On the Behavior of Cold-
Formed Steel Purlins—Particularly with Respect to Cross
Sectional Distortion,” in Der
Metallbau in Konstruktiven-
Ingenieurbau,
Karlsruhe, West Germany, Feb. 1988.
4.148 Sokol, L.: “Specific Aspects of the Design of Purlins
in Z-Sections,” in Der Metallbau in Konstruktiven-
Ingenieurbau, Karlsruhe, West Germany, Feb. 1988.
4.149 Lindner, J.: “To the Load Carrying Capacity of Cold-
Formed Purlins,” in Proceedings of the 9th International
Specialty Conference on Cold-Formed Steel Structures,W.
W. Yu and J. H. Senne, Eds., University of Missouri-Rolla,
Nov. 8–9, 1988.
4.150 Rhodes, J., and J. Zaras: “Development and Design Anal-
ysis of a New Purlin System,” in Proceedings of the 9th
International Specialty Conference on Cold-Formed Steel
Structures, W. W. Yu and J. H. Senne, Eds., University of
Missouri-Rolla, Nov. 8–9, 1988.
4.151 Soetens, F., and A. W. Toma: “New Design Method for
Cold-Formed Purlins,” in Proceedings of the 9th Interna-
tional Specialty Conference on Cold-Formed Steel Struc-
tures, W. W. Yu and J. H. Senne, Eds., University of
Missouri-Rolla, Nov. 8–9, 1988.
4.152 Chang, N. S., and D. S. Ellifritt: “Selecting the Optimum
Lipped Channel Beam,” in Proceedings of the 9th Interna-
tional Specialty Conference on Cold-Formed Steel Struc-
tures, W. W. Yu and J. H. Senne, Eds., University of
Missouri-Rolla, Nov. 8–9, 1988.
4.153 Lau, S. C. W., and G. J. Hancock: “Distortional Buckling
Tests of Cold-Formed Channel Sections,” in Proceedings
of the 9th International Specialty Conference on Cold-
Formed Steel Structures,W.W.YuandJ.H.Senne,Eds.,
University of Missouri-Rolla, Nov. 8–9, 1988.
4.154 DeMartino, A., A. Ghersi, and F. M. Mazzolani:
“Bending Behaviour of Double-C Thin Walled Beams,”
in Proceedings of the 10th International Specialty Confer-
ence on Cold-Formed Steel Structures,W.W.Yuand
R. A. LaBoube, Eds., University of Missouri-Rolla, Oct.
1990.
4.155 Brooks, S. D., and T. M. Murray: “A Method for
Determining the Strength of Z- and C-Purlin Supported
Standing Seam Roof Systems,” in Proceedings of the 10th
International Specialty Conference on Cold-Formed Steel
Structures, W. W. Yu and R. A. LaBoube, Eds., University
of Missouri-Rolla, Oct. 1990.
4.156 Kirby, P. A., and D. A. Nethercot: Design for Structural
Stability, Wiley, New York, 1979.
4.157 Bredt, R.: “Kritische Bemerkungen zur Drehungselas-
tizit
¨
at,” Z . Ver. Deut. Ing., vol. 40, 1896.
REFERENCES 449
4.158 Serrette, R. L., and T. Pekoz: “Local and Distortional
Buckling of Thin-Walled Beams,” in Proceedings of the
11th International Specialty Conference on Cold-Formed
Steel Structures, W. W. Yu and R. A. LaBoube, Eds.,
University of Missouri-Rolla, Oct. 1992.
4.159Serrette,R.L.,andT.Pekoz: “Flexural Capacity of
Continuous Span Standing Seam Panels: Gravity Load,”
in Proceedings of the 12th International Specialty Confer-
ence on Cold-Formed Steel Structures,W.W.YuandR.A.
LaBoube, Eds., University of Missouri-Rolla, Oct, 1994.
4.160 Serrette, R. L., and T. Pekoz: “Distortional Buckling of
Thin-Walled Beams/Panels. I: Theory,” Journal of Struc-
tural Engineering, ASCE , vol. 121, no. 4, Apr. 1995.
4.161 Serrette, R. L., and T. Pekoz: “Distortional Buckling of
Thin-Walled Beams/Panels. II: Design Methods,” Journal
of Structural Engineering, ASCE , vol. 121, no. 4, Apr.
1995.
4.162 Serette, R. L., and T. Pekoz: “Behavior of Standing Seam
Panels,” in Proceedings of the 3rd International Confer-
ence on Steel and Aluminum Structures,A.Aalbergand
P. K. Larsen, Eds., Bagazici University, Istanbul, Turkey,
May 1995.
4.163 Hancock, G. J.: “Local, Distortional and Lateral Buckling
of I-Beams,” Journal of the Structural Division, ASCE
Proceedings, vol. 104, no. 11, Nov. 1978.
4.164 Hancock, G. J.: “Design for Distortional Buckling of
Flexural Members,” Thin-Walled Structures, vol. 20, 1997.
4.165 Hancock, G. J., C. A. Rogers, and R. M. Schuster:
“Comparison of the Distortional Buckling Method for
Flexural Members with Tests,” in Proceedings of the 13th
International Specialty Conference on Cold-Formed Steel
Structures, W. W. Yu and R. A. LaBoube, Eds., University
of Missouri-Rolla, Oct. 1996.
4.166 Buhagiar, D., J. C. Chapman, and P. J. Dowling: “Design
of C-Sections Against Deformational Lip Buckling,” in
Proceedings of the 11th International Specialty Conference
on Cold-Formed Steel Structures,W.W.YuandR.A.
LaBoube, Eds., University of Missouri-Rolla, Oct. 1992.
4.167 Davies, J. M., and C. Jiang: “Design of Thin-Walled
Beams for Distortional Buckling,” in Proceedings of the
13th International Specialty Conference on Cold-Formed
Steel Structures, W. W. Yu and R. A. LaBoube, Eds.,
University of Missouri-Rolla, Oct. 1996.
4.168 Davies, J. M., C. Jiang, and V. Ungureanu: “Buckling
Mode Interaction in Cold-Formed Steel Columns and
Beams,” in Proceedings of the 14th International Specialty
Conference on Cold-Formed Steel Structures,W.W.Yu
and R. A. LaBoube, Eds., University of Missouri-Rolla,
Oct. 1998.
4.169 Ellifritt, D. S., R. L. Glover, and J. D. Hern: “A Simpli-
fied Model for Distortional Buckling of Channels and
Zees in Flexure,” in Proceedings of the 14th International
Specialty Conference on Cold-Formed Steel Structures,W.
W. Yu and R. A. LaBoube, Eds., University of Missouri-
Rolla, Oct. 1998.
4.170 Fisher, J. M.: “Uplift Capacity of Simple Span Cee
and Zee Members with Through-Fastened Roof Panels,”
Final Report MBMA 95-01, Metal Building Manufacturers
Association, Cleveland, OH, 1996.
4.171 Shoemaker, W. L.: “Standing Seam Metal Roofs, The
State of the Art in Engineering Roofs,” CCFSS Technical
Bulletin, vol. 14, no. 1, Feb. 1995.
4.172 American Iron and Steel Institute: “A Guide for Designing
with Standing Seam Roof Panels,” Design Guide CF97-1,
Washington, DC, Aug. 1997.
4.173 Almoney, K., and T. M. Murray: “Shear Plus Bending
in Lapped Z-Purlins,” in Proceedings of the 14th Interna-
tional Specialty Conference on Cold-Formed Steel Struc-
tures, W. W. Yu and R. A. LaBoube, Eds., University of
Missouri-Rolla, Oct. 1998.
4.174 Bhaka, B. H., R. A. LaBoube, and W. W. Yu: “The Effect
of Flange Restraint on Web Crippling Strength,” Final
Report, Civil Engineering 92-1, University of Missouri-
Rolla,
Mar. 1992.
4.175 Cain, D.
E., R. A. LaBoube, and W. W. Yu: “The Effect
of Flange Restraint on Web Crippling Strength of Cold-
Formed Z- and I-Sections,” Final Report, Civil Engi-
neering Study 95-2, University of Missouri-Rolla, May
1995.
4.176 LaBoube, R. A., J. N. Nunnery, and R. E. Hodges: “Web
Crippling Behavior of Nested Z-Purlins,” Engineering
Structures, G. J. Hancock, Guest Ed., vol. 16, no. 5, July
1994.
4.177 Prabakaran, K., and R. M. Schuster: “Web Crippling
Behavior of Cold-Formed Steel Members,” in Proceedings
of the 14th International Specialty Conference on Cold-
Formed Steel Structures, W. W. Yu and R. A. LaBoube,
Eds., University of Missouri-Rolla, Oct. 1998.
4.178 Gerges, R. R., and R. M. Schuster: “Web Crippling of
Single Web Cold-Formed Steel Members Subjected to
End-One-Flange Loading,” in Proceedings of the 14th
International Specialty Conference on Cold-Formed Steel
Structures, W. W. Yu and R. A. LaBoube, Eds., University
of Missouri-Rolla, Oct. 1998.
4.179 Zhao, X. L., and G. J. Hancock: “Square and Rectangular
Hollow Sections under Transverse End-Bearing Force,”
Journal of Structural Engineering, ASCE , vol. 121, no.
9, Sept. 1995.
4.180 Hofmeyer, H., J. G. M. Kerstens, H. H. Snijder, and M.
C. M. Bakker: “Experimental Research on the Behavior
of Combined Web Crippling and Bending of Steel
Deck Sections,” in Proceedings of the 13th International
Specialty Conference on Cold-Formed Steel Structures,W.
W. Yu and R. A. LaBoube, Eds., University of Missouri-
Rolla, Oct. 1996.
4.181 Roberts, T. M., and A. C. B. Neware: “Strength of Webs
Subjected to Compressive Edge Loading,” Journal of
Structural Engineering, ASCE , vol. 123, no. 2, Feb. 1997.
4.182 Young, B., and G. J. Hancock: “Web Crippling Behavior of
Cold-Formed Unlipped Channels,” in Proceedings of the
14th International Specialty Conference on Cold-Formed
Steel Structures, W. W. Yu and R. A. LaBoube, Eds.,
University of Missouri-Rolla, Oct. 1998.
450 REFERENCES
4.183 Wu, S., W. W. Yu, and R. A. LaBoube: “Web Crippling
of Members Using High Strength Steels,” in Proceedings
of the 14th International Specialty Conference on Cold-
Formed Steel Structures, W. W. Yu and R. A. LaBoube,
Eds., University of Missouri-Rolla, Oct. 1998.
4.184 Rhodes, J., and D. Nash: “An Investigation of Web
Crushing Behavior in Thin-Walled Beams,” Thin-Walled
Structures, vol. 32, 1998.
4.185 American Iron and Steel Institute: “Design Guide for Cold-
Formed Steel Beams with Web Penetration,” Publication
RG-9712, Washington, DC, Aug. 1997.
4.186 Ellifritt, D. S., T. Sputo, and J. Haynes: “Flexural Capacity
of Discretely Braced C’s and Z’s,” in Proceedings of the
11th International Specialty Conference on Cold-Formed
Steel Structures, W. W. Yu and R. A. LaBoube, Eds.,
University of Missouri-Rolla, Oct. 1992.
4.187 Kavanagh, K. T., and D. S. Ellifritt: “Bracing of Cold-
Formed Channels Not Attached to Deck or Sheating,”
in Is Your Structure Suitably Braced? Structural Stability
Research Council, Lehigh University, Bethlehem, PA.,
Apr. 1993.
4.188 Kavanagh, K. T., and D. S. Ellifritt: “Design Strength of
Cold-Formed Channels in Bending and Torsion,” Journal
of Structural Engineering, ASCE , vol. 120, no. 5, May
1994.
4.189 Put, B. M., Y. L. Pi, and N. S. Trahair: “Bending and
Torsion of Cold-Formed Channel Beams,” Journal of
Structural Engineering, ASCE, vol. 125, no. 5, May 1999.
4.190 Put, B. M., Y. L. Pi, and N. S. Trahair: “Lateral Buck-
ling Tests on Cold-Formed Channel Beams,” Journal of
Structural Engineering, ASCE, vol. 125, no. 5, May 1999.
4.191 Yura, J. A.: “Fundamentals of Beam Bracing,” in Is Your
Structure Suitably Braced? Structural Stability Research
Council, Lehigh University, Bethlehem, PA., Apr. 1993.
4.192 Wu, S., W. W. Yu, and R. A. LaBoube: “Strength of
Flexural Members Using Structural Grade 80 of A653
Steel (Web Crippling Tests),” Third Progress Report, Civil
Engineering Study 97-3, University of Missouri-Rolla,
Feb. 1997.
4.193 American Society for Testing and Materials: “Standard
Test Method for Structural Performance of Sheet Metal
Roof and Siding Systems by Uniform Static Air Pressure
Difference,” ASTM Designation E1592-95.
4.194 Bambach, M. R., and K. J. R. Rasmussen: “Elastic
and Plastic Effective Width Equations for Unstiffened
Elements,” Research Report R819, Department of Civil
Engineering, University of Sydney, 2002.
4.195 Bambach, M. R., and K. J. R. Rasmussen: “Design Models
for Thin-Walled Sections in Bending containing Unstiff-
ened Elements,” Research Report R820, Department of
Civil Engineering, University of Sydney, Sydney, 2002.
4.196 Kwon, Y. B., and G. J. Hancock: “Strength Tests of
Cold-Formed Channel Sections Undergoing Local and
Distortional Buckling,” Journal of Structural Engineering,
ASCE , vol. 117, no. 2, Feb. 1992.
4.197 Jiang, C., and J. M. Davies: “Design of Thin-Walled
Purlins for Distortional Buckling,” Thin-Walled Structures,
vol. 29, nos. 1–4, Sept. – Dec. 1997.
4.198 Jonsson, J.: “Distortional Theory of Thin-Walled Beams,”
Thin-Walled Structures, vol. 33, no. 4, Apr. 1999.
4.199 Jonsson, J.: “Distortional Warping Functions and Shear
Distributions in Thin-Walled Beams,” Thin-Walled Struc-
tures, vol. 33, no. 4, Apr. 1999.
4.200 Bradford, M. A.: “Elastic Distortional Buckling of Tee-
Section Cantilevers,” Thin-Walled Structures, vol. 33, no.
1, Jan. 1999.
4.201 Sarawit, A. T., and T. Pekoz: “A Design Approach for
Complex Stiffeners,” in Proceedings of the 15th Interna-
tional Specialty Conference on Cold-Formed Steel Struc-
tures, R. A. LaBoube, and W. W. Yu, Eds., University of
Missouri-Rolla, Oct. 2000.
4.202 Silvestre, N., and D. Camotim: “GBT-Based Distortional
Buckling Formulae for Thin-Walled Channel Columns
and Beams,” in Proceedings of the 16th International
Specialty Conference on Cold-Formed Steel Structures,R.
A. LaBoube, and W. W. Yu, Eds., University of Missouri-
Rolla, Oct. 2002.
4.203 Silvestre, N., and D. Camotim: “GBT-Based Approach to
Develop Distortional Buckling Formulae for Cold-Formed
Steel Members,” in
Proceedings of the Annual Tech-
nical
Session and M
eeting, Structural Stability Research
Council, Rolla, MO, 2003.
4.204 Nuttayasakul, N., and W.S. Easterling: “Cold-Formed
Steel Flexural Members Undergoing Distortional and Euler
Buckling,” in Proceedings of the Annual Technical Session
and Meeting, Structural Stability Research Council, Rolla,
MO, 2003.
4.205 Cortese, S. D., and T. M. Murray: “Investigation of
Single Span Z-Section Purlins Supporting Standing Seam
Roof Systems Considering Distortional Buckling,” in
Proceedings of the Annual Session and Meeting, Structural
Stability Research Council, Rolla, MO, 2003.
4.206 Yu, C., and B. W. Schafer: “Local Buckling Tests on
Cold-Formed Steel Beams,” in Proceedings of the 16th
International Specialty Conference on Cold-Formed Steel
Structures, R. A. LaBoube and W. W. Yu, Eds., University
of Missouri-Rolla, Oct. 2002. See also Journal of Struc-
tural Engineering, ASCE , vol. 129, no. 12, Dec. 2003.
4.207 Silvestre, N., and D. Camotim: “Towards an Efficient
Design Against Distortional Buckling: Formulae for C-
and Z-Section Cold-Formed Steel Members,” in Proceed-
ings of the Annual Stability Conference, Structural Stability
Research Council, Rolla, MO, 2004.
4.208 Silvestre, N., and D. Camotim: “Local-Plate and Distor-
tional Post-Buckling Behavior of Cold-Formed Steel
Lipped Channel Columns with Intermediate Stiffeners,”
in Proceedings of the 17th International Specialty Confer-
ence on Cold-Formed Steel Structures, R. A. LaBoube and
W. W. Yu Eds., University of Missouri-Rolla, Nov. 2004.
See also Journal of Engineering, ASCE, vol. 132, no. 4,
Apr. 2006.
REFERENCES 451
4.209 Yu, C.: “Distortional Buckling of Cold-Formed Steel
Members in Bending,” Ph.D. Thesis, Johns Hopkins
University, Baltimore, MD, 2005.
4.210 Yu, C., and B.W. Schafer: “Distortional Buckling Test
on Cold-Formed Steel Beams,” in Proceedings of the
17th International Specialty Conference on Cold-Formed
Steel Structures, R. A. LaBoube and W. W. Yu Eds.,
University of Missouri-Rolla, Nov. 2004. See also Journal
of Structural Engineering, ASCE , vol. 132, no. 4, April,
2006.
4.211 Chodraui, G. M. B., M. Malite, R. M. Goncalves,
and J. M. Neto: “Distortional Buckling of Cold-Formed
Steel Members,” in Proceedings of the 17th International
Specialty Conference on Cold-Formed Steel Structures,R.
A. LaBoube and W. W. Yu Eds., University of Missouri-
Rolla, Nov. 2004. See also Journal of Structural Engi-
neering, ASCE , vol. 132, no. 4, Apr. 2006.
4.212 Schafer, B. W., A. Sarawit, and T. Pekoz: “Complex
Edge Stiffeners for Thin-Walled members,” Journal of
Structural Engineering, ASCE , vol. 132, no. 2, Feb. 2006.
4.213 Chodraui, G. M. B., J. M. Neto, R. M. Goncalves, and
M. Malite: “Distortional Buckling of Cold-Formed Steel
Members,” Journal of Structural Engineering, ASCE , vol.
132, no. 4, Apr. 2006.
4.214 Silvestre, N., P. B. Dinis, and D. Camotim: “Direct
Strength Method for Lipped Channel Columns and Beams
Affected by Local/Distortional Interaction,” in Proceed-
ings of the 18th International Specialty Conference on
Cold-Formed Steel Structures, R. A. LaBoube and W. W.
Yu Eds., University of Missouri-Rolla, Oct. 2006.
4.215 Schafer, B. W., and S. Adany: “Buckling Analysis of Cold-
Formed Steel Members Using CUFSM: Conventional and
Constrained Finite Strip Methods,” in Proceedings of the
18th International Specialty Conference on Cold-Formed
Steel Structures, R. A. LaBoube and W. W. Yu Eds.,
University of Missouri-Rolla, Oct. 2006.
4.216 Yap, D. C. Y., and G. J. Hancock: “Post Buckling in the
Distortional Mode and Buckling Mode Interaction of Cold-
Formed Thin-Walled Sections with Edge Stiffeners,” in
Proceedings of the 18th International Specialty Conference
on Cold-Formed Steel Structures, R. A. LaBoube and W.
W. Yu Eds., University of Missouri-Rolla, Oct. 2006.
4.217 Yu, C., and B. W. Schafer: “Finite Element Modeling of
Cold-Formed Steel Beams: Validation and Application,” in
Proceedings of the 18th International Specialty Conference
on Cold-Formed Steel Structures, R. A. LaBoube and W.
W. Yu Eds., University of Missouri-Rolla, Oct. 2006.
4.218 Yu, C., and T. Lokie: “Effective Width Method Based
Design for Distortional Buckling of Cold-Formed Steel
Beams,” in Proceedings of the 18th International Specialty
Conference on Cold-Formed Steel Structures,R.A.
LaBoube and W. W. Yu Eds., University of Missouri-
Rolla, Oct. 2006.
4.219 Javaroni, C. E., and R. M. Goncalves: “Distortional Buck-
ling of Simple Lipped Channel in Bending—Results of the
Experimental Analysis versus Direct Strength Method,”
Proceedings of the 18th International Specialty Conference
on Cold-Formed Steel Structures, R. A. LaBoube and W.
W. Yu Eds., University of Missouri-Rolla, Oct. 2006.
4.220 Mahaarachchi, D., and M. Mahendran: “Lateral Distor-
tional Buckling Behaviour of a New Cold-Formed Hollow
Flange Channel Section,” in Proceedings of the 18th Inter-
national Specialty Conference on Cold-Formed Steel Struc-
tures, R. A. LaBoube and W. W. Yu Eds., University of
Missouri-Rolla, Oct. 2006.
4.221 Georgescu, M.: “Distortional Behavior of Z Purlins
Continuously Connected to Sandwich Panel Roofs,” in
Steel—a New and Traditional Material for Building,D.
Dubina and Ungureanu, Eds., Taylor & Francis, London,
2006.
4.222 Pham, C. H., and G. J. Hancock: “Direct Strength Design
of Cold-Formed Purlins,” in Proceedings of the Fifth
International Conference on Thin-Walled Structures,M.
Mahendran, Ed., Queensland University of Technology,
Australia, June 2008.
4.223 Schafer, B. W., R. H. Sangree, and Y. Guan: “Rota-
tional Restraint of Distortional Buckling in Cold-Formed
Steel Framing Systems,” in Proceedings of the Fifth
International Conference on Thin-Walled Structures,M.
Mahendran, Ed., Queensland University of Technology,
Australia, June 2008.
4.224 Hancock, G. J.: “The Sixth Equation That Changed
the World,” in Pr
oceedings of the F
ifth International
Conference on Coupled Instabilities in Metal Structures
CIMS2008 ,Vol.2:Gregory J Symposium, K. Rasmussen
and T. Wilkinson, Eds., Australia, June 2008.
4.225 Camotim, D., and N. Silvestre: “Distortional Buckling
Before and After Greg Hancock,” in Proceedings of the
Fifth International Conference on Coupled Instabilities in
Metal Structures CIMS2008 , Vol. 2: Gregory J Sympo-
sium, K. Rasmussen and T. Wilkinson, Eds., University
of Sydney, Sydney Australia, June 2008.
4.226 Yap, D. C. Y., and G. J. Hancock: “Experimental Study of
Complex High-Strength Cold-Formed Cross-Shaped Steel
Section,” Journal of Structural Engineering, ASCE , vol.
134, no. 8, Aug. 2008.
4.227 Bambach, M. R.: “Design of Uniformly Compressed Edge-
Stiffened Flanges and Sections Contain Them,” Thin-
Walled Structures, vol. 47, no. 3, Mar. 2009.
4.228 American Iron and Steel Institute: “Ballot CS08-307A on
Element Behavior and Direct Strength,” Washington, DC,
Feb. 2009.
4.229 Fox, S. R., and R. M. Schuster: “Strength of Bearing
Stiffeners in Cold-Formed C-Sections,” in Proceedings
of the 15th International Specialty Conference on Cold-
Formed Steel Structures, R. A. LaBoube, and W. W. Yu,
Eds., University of Missouri-Rolla, Oct. 2000.
4.230 Fox, S. R., and R. M. Schuster: “Bearing Stiff-
eners in Cold-Formed Steel C-Sections,” Final Report,
American Iron and Steel Institute, Washington, DC,
2002.
4.231 Fox, S. R., and G. W. Brodland: “Application of a Finite
Element Model to a Cold-Formed Steel C-Section with a
Bearing Stiffener,” in Proceedings of the 16th International
452 REFERENCES
Specialty Conference on Cold-Formed Steel Structures,R.
A. LaBoube and W. W. Yu, Eds., University of Missouri-
Rolla, Oct. 2002
4.232 Craig, G.: “Calibration of Web Shear Stress Equations,”
Canadian Cold-Formed Steel Research Group, University
of Waterloo, Canada, 1999.
4.233 Craig, B., and R. M. Schuster: “Calibration of Cold-
Formed Steel Shear Equations,” in Proceedings of the 15th
International Specialty Conference on Cold-Formed Steel
Structures, R. A. LaBoube and W. W. Yu, Eds., University
of Missouri-Rolla, Oct. 2000.
4.234 Santaputra, C.: “Web Crippling of High Strength Cold-
Formed Steel Beams,” Ph.D. Thesis, University of
Missouri-Rolla, 1986.
4.235 Bhakta, B. H., R. A. LaBoube, and W. W. Yu: “The
Effect of Flange Restraint on Web Crippling Strength,”
Final Report, Civil Engineering Study 92-1, University of
Missouri-Rolla, 1992.
4.236 Holesapple, M. W., and R. A. LaBoube: “Overhang Effects
on End-One-Flange Web Crippling Capacity of Cold-
Formed Steel Members,” Final Report, Civil Engineering
Study 02-1, University of Missouri-Rolla, 2002.
4.237 Stephens, S. F., and R. A. LaBoube: “Web Crippling and
Combined Bending and Web Crippling of Cold-Formed
Steel Box-Beam Headers,” in Proceedings of the 16th
International Specialty Conference on Cold-Formed Steel
Structures, R. A. LaBoube and W. W. Yu, Eds., University
of Missouri-Rolla, Oct. 2002.
4.238 Prabakaran, K.: “Web Crippling of Cold-Formed Steel
Sections,” M.S. Thesis, University of Waterloo, Waterloo,
Canada, 1993.
4.239 Gerges, R. R.: “Web Crippling of Single Web Cold-
Formed Steel Members Subjected to End-One-Flange
Loading,” M.A.Sc. Thesis, University of Waterloo,
Waterloo, Canada, 1997.
4.240 Beshara, B.: “Web Crippling of Cold-Formed Steel
Members,” M.A.Sc. Thesis, University of Waterloo,
Waterloo, Canada, 1999.
4.241 Beshara, B., and R. M. Schuster: “Web Crippling Data
and Calibrations of Cold-Formed Steel Members,” Final
Report, University of Waterloo, Canada, 2000.
4.242 Beshara B., and R. M. Schuster: “Web Crippling of Cold-
Formed Steel C- and Z-Sections,” in Proceedings of the
15th International Specialty Conference on Cold-Formed
Steel Structures, R. A. LaBoube and W. W. Yu, Eds.,
University of Missouri-Rolla, Oct. 2000.
4.243 Beshara, B., and R. M. Schuster: “Web Crippling of
Cold-Formed Steel Members,” in Proceedings of the 16th
International Specialty Conference on Cold-Formed Steel
Structures, R. A. LaBoube and W. W. Yu, Eds., University
of Missouri-Rolla, Oct. 2002.
4.244 LaBoube, R. A., R. M. Schuster, and J. Wallace: “Web
Crippling and Bending Interaction of Cold-Formed Steel
Members,” Final Report, University of Waterloo, Ontario,
Canada, 2002.
4.245 Wallace, J. A., R. M. Schuster, and R. A. LaBoube:
“Bending and Web Crippling Interaction of Cold-Formed
Steel Members,” in Proceedings of the 16th International
Specialty Conference on Cold-Formed Steel Structures,R.
A. LaBoube and W. W. Yu, Eds., University of Missouri-
Rolla, Oct. 2002.
4.246 Wallace, J. A.: “Web Crippling of Cold-Formed Steel
Multi-Web Deck Sections Subjected to End-One-Flange
Loading,” Final Report, University of Waterloo, Waterloo,
Canada, 2003.
4.247 Wallace, J. A,, and R. M. Schuster: “Web Crippling of
Cold-Formed Steel Multi-Web Deck Sections Subjected
to End-One-Flange Loading,” in Proceedings of the 17th
International Specialty Conference on Cold-Formed Steel
Structures, R. A. LaBoube and W. W. Yu, Eds., University
of Missouri-Rolla, Oct. 2004.
4.248 Young, B., and G. J. Hancock: “Tests and Design of Cold-
Formed Unlipped Channels Subjected Web Crippling,” in
Proceedings of the 15th International Specialty Conference
on Cold-Formed Steel Structures, R. A. LaBoube and W.
W. Yu, Eds., University of Missouri-Rolla, Oct. 2000.
4.249 Young, B., and G. J. Hancock: “Experimental Investiga-
tion of Cold-Formed Channels Subjected to Combined
Bending and Web Crippling,” in Proceedings of the 15th
International Specialty Conference on Cold-Formed Steel
Structures, R. A. LaBoube and W. W. Yu, Eds., University
of Missouri-Rolla, Oct. 2000.
4.250 Young, B., and G. J. Hancock: “Web Crippling of Chan-
nels with Flange Restrained,” in Proceedings of the 15th
International Specialty Conference on Cold-Formed Steel
Structures, R. A. LaBoube and W. W. Yu, Eds., University
of Missouri-Rolla, Oct. 2000.
4.251 Young, B., and G. J. Hancock: “Design of Cold-Formed
Channels Subjected to Web Crippling,”
Journal of Struc-
tural
Engineering, ASCE , vol.
127, No. 10, Oct. 2001.
4.252 Young, B., and G. J. Hancock: “Tests of Channels
Subjected to Combined Bending and Web Crippling,”
Journal of Structural Engineering, ASCE, vol. 128, No.
3, Mar. 2002.
4.253 Young, B., and G. J. Hancock: “Design of Channels
Subjected to Concentrated Bearing Load,” in Proceedings
of the 16th International Specialty Conference on Cold-
Formed Steel Structures, R. A. LaBoube and W. W. Yu,
Eds., University of Missouri-Rolla, Oct. 2002.
4.254 Young, B., and G. J. Hancock: “Cold-Formed Steel Chan-
nels Subjected to Concentrated Bearing Load,” Journal of
Structural Engineering, ASCE , vol. 129, No. 8, Aug. 2003.
4.255 Young, B., and G. J. Hancock: “Web Crippling of Cold-
Formed Unlipped Channels with Flanges Restrained,”
Thin-Walled Structures, vol. 42, no. 6, June 2004.
4.256 Ren, W. X., S. E. Fang, and B. Young: “Analysis
and Design of Cold-Formed Steel Channels Subjected
to Combined Bending and Web Crippling,” Thin-Walled
Structures, vol. 44, no. 3, Mar. 2006.
4.257 Ren, W. X., S. E. Fang, and B. Young: “Finite-Element
Simulation and Design of Cold-Formed Steel Channels
Subjected to Web Crippling,” Journal of Structural Engi-
neering, ASCE, vol. 132, no. 12, Dec. 2006.
REFERENCES 453
4.258 Avci, O., and W. S. Easterling: “Web Crippling Strength
of Muti-Web Steel Deck Sections Subjected to End One-
Flange Loading,” in Proceedings of the 16th International
Specialty Conference on Cold-Formed Steel Structures,R.
A. LaBoube and W. W. Yu, Eds., University of Missouri-
Rolla, Oct. 2002.
4.259 Avci, O., and W. S. Easterling: “Web Crippling Strength
of Steel Deck Subjected to End-One-Flange Loading,”
Journal of Structural Engineering, ASCE , vol. 130, no.
5, May 2004.
4.260 Serrette, R. L. “Web Crippling Behavior of Floor Joist/Rim
Members in Built Assemblies,” Journal of Structural Engi-
neering, ASCE , vol. 128, no. 9, Sept. 2002.
4.261 Macdonald, M., M. A. Heiyantuduwa, and J. Rhodes:
“Finite Element Analysis of Web Crippling Behavior of
Cold-Formed Steel Flexural Members,” in Proceedings
of the 18th International Specialty Conference on Cold-
Formed Steel Structures, R. A. LaBoube and W. W. Yu,
Eds., University of Missouri-Rolla, Oct. 2006.
4.262 Macdonald, M., M. A. Heiyantuduwa, and J. Rhodes:
“Web Crippling Behavior of Thin-Walled Lipped Channel
Beams Subjected to EOF and ETF Loading,” in Proceed-
ings of the 19th International Specialty Conference on
Cold-Formed Steel Structures, R. A. LaBoube and W. W.
Yu, Eds., Missouri University of Science and Technology,
Rolla, MO, Oct. 2008.
4.263 Heiyantuduwa, M. A., M. Macdonald, and J. Rhodes:
“Web Crippling Behavior of Thin-Walled Lipped Channel
Beams,” in Proceedings of the Fifth International Confer-
ence on Thin-Walled Structures, M. Mahendran, Ed.,
Queensland University of Technology, Brisbane, Australia,
June, 2008.
4.264 Hofmeyer, H., J. Kerstens, B. Snijder, and M. Bakker:
“FE Models for Sheeting under Interaction Load,” in
Proceedings of the 15th International Specialty Conference
on Cold-Formed Steel Structures, R. A. LaBoube and W.
W. Yu, Eds., University of Missouri-Rolla, Oct. 2000.
4.265 Hofmeyer, H., J. G. M. Kerstens, H. H. Snijder, and M.
C. M. Bakker: “New Prediction Model for Failure of Steel
Sheeting Subject to Concentrated Load (Web Crippling)
and Bending,” Thin-Walled Structures, vol. 39, no. 9, Sept.
2001.
4.266 Holmeyer, H., K. Kaspers, H. H. Snijder, and M. C.
M. Bakker: “Ultimate Failure Behaviour of Second-
Generation Sheeting Subjected to Combined Bending
Moment and Concentrated Load,” in Proceedings of the
16th International Specialty Conference on Cold-Formed
Steel Structures, R. A. LaBoube and W. W. Yu, Eds.,
University of Missouri-Rolla, Oct. 2002.
4.267 Holmeyer, H.: “Cross-Section Crushing Behavior of Hat-
Sections (Part I: Numerical Modelling),” Thin-Walled
Structures, vol. 43, no. 8, Aug. 2005.
4.268 Holmeyer, H.: “Cross-Section Crushing Behavior of Hat-
Sections (Part II: Analytical Modelling),” Thin-Walled
Structures, vol. 43, no. 8, Aug. 2005.
4.269 Hofmeyer, H., M. Rosemanit, and M. C. M. Bakker:
“Parameter Study for First-Generation Sheeting Failure
Using a Theoretical and FE Model,” in Proceedings of the
18th International Specialty Conference on Cold-Formed
Steel Structures, R. A. LaBoube and W. W. Yu, Eds.,
University of Missouri-Rolla, Oct. 2006.
4.270 de Kleine, D., H. Hofmeyer, and M. C. M. Bakker: “Rigid-
Link and FE Models for First-Generation Sheet-Section
Failure,” Thin-Walled Structures, vol. 44, no. 12, Dec.
2006.
4.271 Akhand, A. M., W. H. Wan Badaruzzaman, and H. D.
Wright: “Combined Flexure and Web Crippling Strength
of a Low-Ductility High Strength Steel Decking: Experi-
mental and a Finite Element Model,” Thin-Walled Struc-
tures, vol. 42, no. 7, July 2004.
4.272 Wilkinson, T., P. Liu, J. Magpayo, and H. Nguyen:
“Increasing the Strength and Stiffness of Cold-Formed
Hollow Flange Channel Sections for Web Crippling,” in
Proceedings of the 18th International Specialty Conference
on Cold-Formed Steel Structures, R. A. LaBoube and W.
W. Yu, Eds., University of Missouri-Rolla, Oct. 2006.
4.273 Rahman, Q., K. Sennah, and S. Fox: “Experimental Study
on Web Crippling of Lapped Cold-Formed Channels
Subjected Interior Two-Flange Loading,” in Proceedings
of the 19th International Specialty Conference on Cold-
Formed Steel Structures, R. A. LaBoube and W. W. Yu,
Eds., Missouri University of Science and Technology, Oct.
2008.
4.274
Lee, S., and
T. M. Murray: “Experimental Determina-
tion of Required Lateral Restraint Forces for Z-Purlin
Supported, Sloped Metal Roof Systems,” CE/VPI-ST
01/09, Virginia Polytechnic Institute and State University,
Blacksburg, VA, 2001.
4.275 Seek, M. W., and T. M. Murray: “Computer Modeling of
Sloped Z-Purlin Supported Roof Systems to Predict Lateral
Restraint Force Requirements,” in Proceedings of the 17th
International Specialty Conference on Cold-Formed Steel
Structures, R. A. LaBoube and W. W. Yu, Eds., University
of Missouri-Rolla, Nov. 2004.
4.276 Seek, M. W., and T. M. Murray: “Component Stiffness
Method to Predict Lateral Restraint Forces in End Restraint
Single Span Z-Section Supported Roof Systems with one
Flange Attached to Sheathing,” in Proceedings of the 18th
International Specialty Conference on Cold-Formed Steel
Structures, R. A. LaBoube and W. W. Yu, Eds., University
of Missouri-Rolla, Oct. 2006.
4.277 Seek, M. W., and T. M. Murray: “Lateral Brace Forces
in Single Span Z-Section Roof Systems with Inte-
rior Restraints Using the Component Stiffness Method,”
in Annual Stability Conference Proceedings,Structural
Stability Research Council, Rolla, MO, 2007.
4.278 Sears, J. M., and T. M. Murray: “Proposed Method for the
Prediction of Lateral Restraint Forces in Metal Building
Roof Systems,” in Annual Stability Conference Proceed-
ings, Structural Stability Research Council, Rolla, MO,
2007.
4.279 Put, B. M., Y. L. Pi, and N. S. Trahair: “Lateral Buckling
Tests on Cold-Formed Z-Beams,” Journal of Structural
Engineering, ASCE , vol. 125, no. 11, Nov. 1999.
454 REFERENCES
4.280 Put, B. M., Y. L. Pi, and N. S. Trahair: “Biaxial Bending
of Cold-Formed Z-Beams,” Journal of Structural Engi-
neering, ASCE , vol. 125, no. 11, Nov. 1999.
4.281 Goncalves, R. M., M. Malite, and C. E. Javaroni: “A
Theoretical and Experimental Analysis of Cold-Formed
Steel Shapes Subjected to Bending—Channel and Simple
lipped Channel,” in Proceedings of the 15th International
Specialty Conference on Cold-Formed Steel Structures,R.
A. LaBoube and W. W. Yu, Eds., University of Missouri-
Rolla, Oct. 2000.
4.282 Clarke, M. J., and G. J. Hancock: “Purlin Design to AISI
LRFD Using Rational Buckling Analysis,” in Proceedings
of the 15th International Specialty Conference on Cold-
Formed Steel Structures, R. A. LaBoube and W. W. Yu,
Eds., University of Missouri-Rolla, Oct. 2000.
4.283 Neubert, M. C., and T. M. Murray: “Estimation of
Restraint Forces for Z-Purlin Roofs Under Gravity Load,”
in Proceedings of the 15th International Specialty Confer-
ence on Cold-Formed Steel Structures, R. A. LaBoube and
W. W. Yu, Eds., University of Missouri-Rolla, Oct. 2000.
4.284 Bryant, M. R., and T. M. Murray: “Investigation of Inflec-
tion Points as Brace Points in Multi-Span Purlin Roof
Systems,” Report No. CE/VPI-ST 99/08, Virginia Poly-
technic Institute and State University, 2001.
4.285 Lu, W., P. Makelainen, and J. Kesti: “Optimum Design
of Cold-Formed Steel Z-Shaped Purlins Using a Genetic
Algorithm,” in Proceedings of the 16th International
Specialty Conference on Cold-Formed Steel Structures,R.
A. LaBoube and W. W. Yu, Eds., University of Missouri-
Rolla, Oct. 2002.
4.286 Ali Ghosn, A.: “Deflection of Nested Cold-Formed Steel
Z-Section Beams,” Journal of Structural Engineering,
ASCE , vol. 128, no. 11, Nov. 2002.
4.287 Javaroni, C. E., R. M. Goncalves, and M. Malite: “Exper-
imental Analysis of Cold-Formed Steel Channel and
Lipped-Channel Profiles Connected to Roof Panel—R
Factor Analysis,” in Proceedings of the 16th International
Specialty Conference on Cold-Formed Steel Structures,R.
A. LaBoube and W. W. Yu, Eds., University of Missouri-
Rolla, Oct. 2002.
4.288 Pham, C. H., and G. J. Hancock: “Direct Strength Design
of Cold-Formed Purlins,” in Proceedings of the Fifth
International Conference on Thin-Walled Structures,M.
Mahendran, Ed., Queensland University of Technology,
Brisbane, Australia, June 2008.
4.289 Vieira, L. C. M., M. Malite, and B. W. Schafer: “Numer-
ical Analysis of Cold-Formed Steel Purlin- Sheeting
Systems,” in Proceedings of the Fifth International Confer-
ence on Thin-Walled Structures, M. Mahendran, Ed.,
Queensland University of Technology, Australia, June
2008.
4.290 Vieira, L. C. M., M. Malite, and B. W. Schafer: “Simplified
Models for Cross-Section Stress Demands on C-Section
Purlin in Uplift,” in Proceedings of the 19th International
Specialty Conference on Cold-Formed Steel Structures,R.
A. LaBoube and W. W. Yu, Eds., Missouri University of
Science and Technology, Rolla, MO, Oct. 2008.
4.291 Schafer, B. W., and T. W. J. Trestain: “Interim Design
Rules for Flexure in Cold-Formed Steel Webs,” in
Proceedings of the 16th International Specialty Conference
on Cold-Formed Steel Structures, R. A. LaBoube and W.
W. Yu, Eds., University of Missouri-Rolla, Oct. 2002.
4.292 Di Lorenzo, G., and R. Landolfo: “Study of Innovative
Built-Up Cold-Formed Beams,” in Proceedings of the 16th
International Specialty Conference on Cold-Formed Steel
Structures, R. A. LaBoube and W. W. Yu, Eds., University
of Missouri-Rolla, Oct. 2002.
4.293 Lim, B. S., and J. Rhodes: “Buckling Behaviour of Asym-
metric Edge Stiffened Plates,” in Applied Solid Mechanics,
Vol. 1, Elsevier, New York, 1986.
CHAPTER 5
5.1 Chajes, A., and G. Winter: “Torsional-Flexural Buckling of
Thin-Walled Members,” Journal of the Structural Division,
ASCE Proceedings, vol. 91, Aug. 1965.
5.2 Chajes, A., P. J. Fang, and G. Winter: “Torsional-Flexural
Buckling, Elastic and Inelastic, of Cold-Formed Thin-
Walled Columns,” Engineering Research Bulletin 66-1,
Cornell University, Ithaca, NY, Aug. 1966.
5.3 Hegedus, L.: “Experiments on Cold-Formed Rack
Columns,” in Proceedings of the 2nd Regional Colloquium
on Stability of Steel Structures, Final Reprint, Hungary,
Sept. 25–26, 1986.
5.4 Fleseriu, E., and D. Dubina: “Experimental Investigations
Concerning the Thin-Walled Cold-Formed Bars, Subjected
to Centric and Eccentric Compression,” in Proceedings of
the 2nd Regional Colloquium on Stability of Steel Struc-
tures, Vol. II/2, Hungary, Sept. 25–26, 1986.
5.5 Szabo, G.: “Tests For Column Buckling of High Strength
Steel Members,” in Proceedings of the 2nd Regional Collo-
quium on Stability of Steel Structures, Hungary, Sept.
25–26, 1986.
5.6 Chiew, S. P., S. L. Lee, and N. E. Shanmugam: “Experi-
mental Study of Thin-Walled Steel Box Columns,” Journal
of Structural Engineering, vol. 113, no. 10, Oct. 1987.
5.7 Weng, C. C., and T. Pekoz: “Compression Tests of Cold-
Formed Steel Columns,” in Proceedings of the 9th Interna-
tional Specialty Conference on Cold-Formed Steel Struc-
tures, W. W. Yu and J. H. Senne, Eds., University of
Missouri-Rolla, Nov. 8–9, 1988.
5.8 Weng, C. C., and T. Pekoz: “Compression Tests of
Cold-Formed Steel Columns,” Journal of Structural Engi-
neering, ASCE, vol. 116, May 1990.
5.9 Shanley, F. R.: “Inelastic Column Theory,” Journal of
Aeronautical Science, vol. 14, May 1947.
5.10 Goodier, J. N.: “The Buckling of Compressed Bars by
Torsion and Flexure,” Cornell University Experiment
Station, Ithaca, NY, Dec. 1941.
5.11 Timoshenko, S. P.: “Theory of Bending, Torsion and
Buckling of Thin-Walled Members of Open Cross
Section,” Journal of the Franklin Institute, Apr. and May
1945.