Example 3.2: Double corbel (English)
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In:
American Concrete Institute; Examples for the design of structural concrete with strut and tie models
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117-128
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2002
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ISBN:
- Conference paper / Print
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Title:Example 3.2: Double corbel
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Contributors:Tjhin, T. N. ( author ) / Kuchma, D. A. ( author ) / Reineck, K.-H. / American Concrete Institute / ACI - ASCE / ACI
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Conference:Fall convention, American Concrete Institute; Examples for the design of structural concrete with strut and tie models ; 2002 ; Phoenix, AZ
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Published in:ACI SPECIAL PUBLICATIONS ; 117-128
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Publisher:
- New search for: ACI
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Publication date:2002-01-01
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Size:12 pages
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Remarks:Papers and examples presented at 2 sessions of the ACI fall convention
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ISBN:
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Type of media:Conference paper
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Type of material:Print
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Language:English
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Keywords:
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Source:
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Table of contents conference proceedings
The tables of contents are generated automatically and are based on the data records of the individual contributions available in the index of the TIB portal. The display of the Tables of Contents may therefore be incomplete.
- 1
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IntroductionReineck, K.-H. / American Concrete Institute / ACI - ASCE / ACI et al. | 2002
- 7
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Derivation of strut-and-tie models for the 2002 ACI CodeMacGregor, J. G. / American Concrete Institute / ACI - ASCE / ACI et al. | 2002
- 41
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Experimental verification of strut-and-tie modelsMitchell, D. / Cook, W. D. / Uribe, C. M. / Alcocer, S. / American Concrete Institute / ACI - ASCE / ACI et al. | 2002
- 65
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Example 1a: Deep beam design in accordance with ACI 318-2002Uribe, C. M. / Alcocer, S. / American Concrete Institute / ACI - ASCE / ACI et al. | 2002
- 81
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Example 1b: Alternative design for the non-slender beam (deep beam)Tjhin, T. N. / Kuchma, D. A. / American Concrete Institute / ACI - ASCE / ACI et al. | 2002
- 91
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Example 2: Dapped-end T-beam supported by an inverted T-beamSanders, D. / American Concrete Institute / ACI - ASCE / ACI et al. | 2002
- 105
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Example 3.1: Corbel at columnTjhin, T. N. / Kuchma, D. A. / American Concrete Institute / ACI - ASCE / ACI et al. | 2002
- 117
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Example 3.2: Double corbelTjhin, T. N. / Kuchma, D. A. / American Concrete Institute / ACI - ASCE / ACI et al. | 2002
- 129
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Example 4: Deep beam with openingNovak, L. C. / Sprenger, H. / American Concrete Institute / ACI - ASCE / ACI et al. | 2002
- 145
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Example 5: Beam with indirect support and loadingDewobroto, W. / Reineck, K.-H. / American Concrete Institute / ACI - ASCE / ACI et al. | 2002
- 163
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Example 6: Prestressed beamMatamoros, A. / Ramirez, J. A. / American Concrete Institute / ACI - ASCE / ACI et al. | 2002
- 185
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Example 7: Strut-and-tie model cable stayed bridge pier tableAnderson, B. / American Concrete Institute / ACI - ASCE / ACI et al. | 2002
- 195
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Example 8: High wall with two openingsBarnes, R. W. / American Concrete Institute / ACI - ASCE / ACI et al. | 2002
- 213
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Example 9: Pile capKlein, G. J. / American Concrete Institute / ACI - ASCE / ACI et al. | 2002
- 225
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Part 5: Modeling structural concrete with strut-and-tie models - summarizing discussion of the examples as per Appendix A of ACI 318-2002Reineck, K.-H. / American Concrete Institute / ACI - ASCE / ACI et al. | 2002