Technical Papers
Nov 18, 2016

Strength Requirements for Shear Diaphragms Used for Stability Bracing of Steel Beams

Publication: Journal of Structural Engineering
Volume 143, Issue 4

Abstract

Light-gauge metal sheeting is often used in steel building and bridge industries as concrete deck formwork. Besides providing support to the fresh concrete, the sheeting acts as a shear diaphragm and provides continuous lateral bracing to the top flanges of the beams to which they are attached. An adequate stability-bracing system must possess sufficient stiffness and strength to control deformations and brace forces. Strength requirements for shear diaphragms are currently not well established. A computational study was conducted to develop strength requirements for shear diaphragms bracing simply supported steel beams. Both end-fastener and sidelap-fastener connections were modeled in the study. To the best of the authors’ knowledge, this is the first study to quantify the stability-induced forces in sidelap fasteners. The effects of deck width and number of end and sidelap fasteners on brace forces were investigated. Expressions were developed to estimate the stability-induced brace forces in end-fastener and sidelap-fastener connections.

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References

AASHTO. (1994). LRFD bridge design specifications, 1st Ed., Washington, DC.
AASHTO. (2014). LRFD bridge design specifications, 7th Ed., Washington, DC.
AISC. (2010). Code of standard practice for steel buildings and bridges, 14th Ed., Chicago.
ANSYS 11.0 [Computer software]. ANSYS, Canonsburg, PA.
CANAM Steel Works Inc. (2006). Steel deck diaphragm catalogue, Boucherville, Canada.
Davies, J. M., Bryan, E. R. (1982). Manual of stressed skin diaphragm design, Wiley, New York.
Egilmez, O., Helwig, T., Herman, R. (2005). “Strength of metal deck forms used for stability bracing of steel bridge girders.” Proc., Structural Stability Research Council/North American Steel Construction Conf., Montreal, 257–276.
Egilmez, O., Helwig, T., and Herman, R. (2012). “Buckling behavior of steel bridge I-girders braced by permanent metal deck forms.” J. Bridge Eng., 624–633.
Egilmez, O., Helwig, T., and Herman, R. (2016). “Using metal deck forms for construction bracing of steel bridges.” J. Bridge Eng., .
Egilmez, O., Helwig, T., Jetann, C., and Lowery, R. (2007). “Stiffness and strength of metal bridge deck forms.” J. Bridge Eng., 429–437.
Helwig, T. A., and Frank, K. H. (1999). “Stiffness requirements for diaphragm bracing of beams.” J. Struct. Eng., 1249–1256.
Helwig, T. A., and Yura, J. A. (2008a). “Shear diaphragm bracing of beams. I: Stiffness requirements.” J. Struct. Eng., 348–356.
Helwig, T. A., and Yura, J. A. (2008b). “Shear diaphragm bracing of beams. II: Design requirements.” J. Struct. Eng., 357–363.
Luttrell, L. D. (1981). Steel deck institute diaphragm design manual, 1st Ed., Steel Deck Institute, St. Louis.
TxDOT (Texas Department of Transportation). (2015). “Permanent metal deck forms standard.” TxDOT Bridge Division, Austin, TX.
Vardaroglu, M. (2014). “Strength requirements of shear diaphragms used to brace steel I-beams.” M.Sc. thesis, Izmir Institute of Technology, Izmir, Turkey.
Wang, L., and Helwig, T. A. (2005). “Critical imperfections for beam bracing systems.” J. Struct. Eng., 933–940.
Winter, G. (1960). “Lateral bracing of columns and beams.” ASCE Trans., 125, 809–825.
Ziemian, R., ed. (2010). Guide to stability design criteria for metal structures, 6th Ed., JWS, New York.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 143Issue 4April 2017

History

Received: Feb 11, 2016
Accepted: Sep 22, 2016
Published online: Nov 18, 2016
Published in print: Apr 1, 2017
Discussion open until: Apr 18, 2017

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Authors

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O. Ozgur Egilmez [email protected]
Associate Professor, Dept. of Civil Engineering, Izmir Univ. of Economics, Izmir 35330, Turkey (corresponding author). E-mail: [email protected]
Mustafa Vardaroglu
Ph.D. Candidate, Dept. of Civil Engineering, Izmir Institute of Technology, Izmir 35430, Turkey.
Andac Akbaba
M.Sc. Candidate, Dept. of Civil Engineering, Izmir Institute of Technology, Izmir 35430, Turkey.

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