Simplified Shear Design of Structural Concrete Members: Appendixes (2005) / Chapter Skim
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Pages 137-149
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E-1 APPENDIX E: Field Performance Data and Practitioner Experience A survey of the design practice of 26 different state departments of transportation and federal lands bridge design agencies was conducted. This survey included both a written questionnaire and either a telephone briefing on the response to the questionnaire or a written response.
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E-2 XIII. Do you use the Segmental Guide Specification shear design procedures for any of your box girder designs?
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E-3 II. Does your agency use any modifications to the provisions?
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E-4 7) Absolutely.
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E-5 9) Not there yet.
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E-6 20) Not sure.
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E-7 5) The method should be easy to apply without mistakes.
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E-8 12) Concrete deck on stringers, and concrete deck on prestressed I-beams and bulb Tbeams.
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E-9 2) Shear design for the negative moment region, and the longitudinal reinforcement design at mid-span.
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E-13 21) Not necessarily specific to a shear design procedure, but we have had some difficulty with the number of stirrups and the amount of end block steel conflicting at the ends of box beams.
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