Amending the traditional ‘ACI Commentary J c Method’ and other sources
This article aims to amend the traditional formulas for polar moment of inertia suggested in Section R8.4.4.2.3 of ACI 318-19 and other sources. The authors claim that these formulas have been incorrectly derived as far back as 1960s due to an incorrect implementation of Steiner’s theorem (parallel...
- Autores:
-
Esquivel, Hugo
Lin, Guang
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2023
- Institución:
- Corporación Universidad de la Costa
- Repositorio:
- REDICUC - Repositorio CUC
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.cuc.edu.co:11323/10670
- Acceso en línea:
- https://hdl.handle.net/11323/10670
https://repositorio.cuc.edu.co
- Palabra clave:
- ACI 318-19
Slab-Column Connections
Structural Design
Two-Way Shear Action
Jc Method
- Rights
- openAccess
- License
- Atribución 4.0 Internacional (CC BY 4.0)
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Amending the traditional ‘ACI Commentary J c Method’ and other sources |
| title |
Amending the traditional ‘ACI Commentary J c Method’ and other sources |
| spellingShingle |
Amending the traditional ‘ACI Commentary J c Method’ and other sources ACI 318-19 Slab-Column Connections Structural Design Two-Way Shear Action Jc Method |
| title_short |
Amending the traditional ‘ACI Commentary J c Method’ and other sources |
| title_full |
Amending the traditional ‘ACI Commentary J c Method’ and other sources |
| title_fullStr |
Amending the traditional ‘ACI Commentary J c Method’ and other sources |
| title_full_unstemmed |
Amending the traditional ‘ACI Commentary J c Method’ and other sources |
| title_sort |
Amending the traditional ‘ACI Commentary J c Method’ and other sources |
| dc.creator.fl_str_mv |
Esquivel, Hugo Lin, Guang |
| dc.contributor.author.none.fl_str_mv |
Esquivel, Hugo Lin, Guang |
| dc.subject.proposal.eng.fl_str_mv |
ACI 318-19 Slab-Column Connections Structural Design Two-Way Shear Action Jc Method |
| topic |
ACI 318-19 Slab-Column Connections Structural Design Two-Way Shear Action Jc Method |
| description |
This article aims to amend the traditional formulas for polar moment of inertia suggested in Section R8.4.4.2.3 of ACI 318-19 and other sources. The authors claim that these formulas have been incorrectly derived as far back as 1960s due to an incorrect implementation of Steiner’s theorem (parallel axis theorem) for sections spanning in three-dimensional space. To support the claim, a formal proof using elementary calculus is presented in order to obtain the correct formulas with mathematical rigor. Then, the implications of using the traditional formulas versus the correct ones are investigated with the solution of a design problem related to a combined footing. |
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2023 |
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2023 |
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2024-01-19T15:01:29Z |
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2024-01-19T15:01:29Z |
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Artículo de revista |
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Esquivel, H., & Lin, G. (2023). Amending the Traditional ‘ACI Commentary Method’and Other Sources. Civil Engineering Journal, 9(11). |
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2676-6957 |
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https://hdl.handle.net/11323/10670 |
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10.28991/CEJ-2023-09-11-015 |
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2476-3055 |
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Corporación Universidad de la Costa |
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REDICUC - Repositorio CUC |
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https://repositorio.cuc.edu.co |
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Esquivel, H., & Lin, G. (2023). Amending the Traditional ‘ACI Commentary Method’and Other Sources. Civil Engineering Journal, 9(11). 2676-6957 10.28991/CEJ-2023-09-11-015 2476-3055 Corporación Universidad de la Costa REDICUC - Repositorio CUC |
| url |
https://hdl.handle.net/11323/10670 https://repositorio.cuc.edu.co |
| dc.language.iso.spa.fl_str_mv |
eng |
| language |
eng |
| dc.relation.ispartofjournal.spa.fl_str_mv |
Civil Engineering Journal |
| dc.relation.references.spa.fl_str_mv |
[1] ACI Committee 318-19. (2019). Building code requirements for structural concrete (ACI 318-19) and commentary (ACI 318R19). American Concrete Institute (ACI), Michigan, United States. doi:10.14359/51716937. [2] ACI Committee 318-63. (1963). Building code requirements for structural concrete (ACI 318-63). American Concrete Institute (ACI), Michigan, United States. [3] ACI. (2021). The Reinforced Concrete Design Handbook A Companion to ACI 318-19. American Concrete Institute (ACI), Michigan, United States. [4] Collins, M. P., & Mitchell, D. (1997). Prestressed concrete structures. Response Publications, Ontario, Canada. [5] CIS. (2022). Reinforced concrete slab design manual for ETABS (Version 20). Computers & Structures, California, United States. [6] Clarke, L. A., & Cope, R. J. (1984). Concrete slabs: analysis and design. CRC Press, London, United Kingdom. doi:10.1201/9781482292794. [7] Darwin, D., & Dolan, C. W. (2021). Design of concrete structures (16th Ed.). McGraw-Hill Education, New York, United States. [8] Stasio, J., & Buren, M. P. (1960). Transfer of Bending Moment Between Flat Plate Floor and Column. ACI Journal Proceedings, 57(9), 299–314. doi:10.14359/8022. [9] Dolan, C. W., & Hamilton, H. R. (2019). Prestressed Concrete: building, design, and construction. Springer, Cham. Switzerland. doi:10.1007/978-3-319-97882-6. [10] Islam, S. (1973). Limit design of reinforced concrete slabs: openings and slab-column connections. Ph.D. Thesis, University of Canterbury, Christchurch, New Zealand. [11] Lin, T. Y., & Burns, N. H. (1981). Design of prestressed concrete structures. (3rd Ed.). John Wiley & Sons, Hoboken, United States. [12] McCormac, J. C., & Brown, R. H. (2015). Design of reinforced concrete. (10th Ed.). John Wiley & Sons, Hoboken, United States. [13] Naaman, A. E. (2004). Prestressed concrete analysis and design: fundamentals. (2nd Ed.). Techno Press, Michigan, United States. [14] Nawy, E. G. (2009). Prestressed concrete: a fundamental approach (5nd Ed.). Pearson Education, New Jersey, United States. [15] Park, R., & Gamble, W. L. (1999). Reinforced concrete slabs. (2nd Ed.). John Wiley & Sons, Hoboken, United States. [16] PTI. (2006). Post-Tensioning Manual (6th Ed.). Post-Tensioning Institute, Arizona, United States. [17] Wight, J. K., & MacGregor, J.G. (2012). Reinforced concrete: mechanics and design (6th Ed.). Pearson Education, New Jersey, United States. [18] Zhou, Y. (2019). Seismic Performance Assessment and Nonlinear Modeling Parameters for Slab-Column Connections. Ph.D. Thesis, College Station, United States. |
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2853 |
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2847 |
| dc.relation.citationissue.spa.fl_str_mv |
11 |
| dc.relation.citationvolume.spa.fl_str_mv |
9 |
| dc.rights.eng.fl_str_mv |
Copyright (c) 2023 Hugo Esquivel, Guang Lin |
| dc.rights.license.spa.fl_str_mv |
Atribución 4.0 Internacional (CC BY 4.0) |
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https://creativecommons.org/licenses/by/4.0/ |
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info:eu-repo/semantics/openAccess |
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Atribución 4.0 Internacional (CC BY 4.0) Copyright (c) 2023 Hugo Esquivel, Guang Lin https://creativecommons.org/licenses/by/4.0/ http://purl.org/coar/access_right/c_abf2 |
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7 páginas |
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application/pdf |
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Salehan Institute of Higher Education |
| dc.publisher.place.spa.fl_str_mv |
Iran |
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https://www.civilejournal.org/index.php/cej/article/view/4446 |
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Atribución 4.0 Internacional (CC BY 4.0)Copyright (c) 2023 Hugo Esquivel, Guang Linhttps://creativecommons.org/licenses/by/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Esquivel, Hugo3781e2eb13efc6014efe2fdd3913fe74600Lin, Guang9f4682b65a9e1c536395392e9d5d67c86002024-01-19T15:01:29Z2024-01-19T15:01:29Z2023Esquivel, H., & Lin, G. (2023). Amending the Traditional ‘ACI Commentary Method’and Other Sources. Civil Engineering Journal, 9(11).2676-6957https://hdl.handle.net/11323/1067010.28991/CEJ-2023-09-11-0152476-3055Corporación Universidad de la CostaREDICUC - Repositorio CUChttps://repositorio.cuc.edu.coThis article aims to amend the traditional formulas for polar moment of inertia suggested in Section R8.4.4.2.3 of ACI 318-19 and other sources. The authors claim that these formulas have been incorrectly derived as far back as 1960s due to an incorrect implementation of Steiner’s theorem (parallel axis theorem) for sections spanning in three-dimensional space. To support the claim, a formal proof using elementary calculus is presented in order to obtain the correct formulas with mathematical rigor. Then, the implications of using the traditional formulas versus the correct ones are investigated with the solution of a design problem related to a combined footing.7 páginasapplication/pdfengSalehan Institute of Higher EducationIranhttps://www.civilejournal.org/index.php/cej/article/view/4446Amending the traditional ‘ACI Commentary J c Method’ and other sourcesArtículo de revistahttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1Textinfo:eu-repo/semantics/articlehttp://purl.org/redcol/resource_type/ARTinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/version/c_970fb48d4fbd8a85Civil Engineering Journal[1] ACI Committee 318-19. (2019). Building code requirements for structural concrete (ACI 318-19) and commentary (ACI 318R19). American Concrete Institute (ACI), Michigan, United States. doi:10.14359/51716937.[2] ACI Committee 318-63. (1963). Building code requirements for structural concrete (ACI 318-63). American Concrete Institute (ACI), Michigan, United States.[3] ACI. (2021). The Reinforced Concrete Design Handbook A Companion to ACI 318-19. American Concrete Institute (ACI), Michigan, United States.[4] Collins, M. P., & Mitchell, D. (1997). Prestressed concrete structures. Response Publications, Ontario, Canada.[5] CIS. (2022). Reinforced concrete slab design manual for ETABS (Version 20). Computers & Structures, California, United States.[6] Clarke, L. A., & Cope, R. J. (1984). Concrete slabs: analysis and design. CRC Press, London, United Kingdom. doi:10.1201/9781482292794.[7] Darwin, D., & Dolan, C. W. (2021). Design of concrete structures (16th Ed.). McGraw-Hill Education, New York, United States.[8] Stasio, J., & Buren, M. P. (1960). Transfer of Bending Moment Between Flat Plate Floor and Column. ACI Journal Proceedings, 57(9), 299–314. doi:10.14359/8022.[9] Dolan, C. W., & Hamilton, H. R. (2019). Prestressed Concrete: building, design, and construction. Springer, Cham. Switzerland. doi:10.1007/978-3-319-97882-6.[10] Islam, S. (1973). Limit design of reinforced concrete slabs: openings and slab-column connections. Ph.D. Thesis, University of Canterbury, Christchurch, New Zealand.[11] Lin, T. Y., & Burns, N. H. (1981). Design of prestressed concrete structures. (3rd Ed.). John Wiley & Sons, Hoboken, United States.[12] McCormac, J. C., & Brown, R. H. (2015). Design of reinforced concrete. (10th Ed.). John Wiley & Sons, Hoboken, United States.[13] Naaman, A. E. (2004). Prestressed concrete analysis and design: fundamentals. (2nd Ed.). Techno Press, Michigan, United States.[14] Nawy, E. G. (2009). Prestressed concrete: a fundamental approach (5nd Ed.). Pearson Education, New Jersey, United States.[15] Park, R., & Gamble, W. L. (1999). Reinforced concrete slabs. (2nd Ed.). John Wiley & Sons, Hoboken, United States.[16] PTI. (2006). Post-Tensioning Manual (6th Ed.). Post-Tensioning Institute, Arizona, United States.[17] Wight, J. K., & MacGregor, J.G. (2012). Reinforced concrete: mechanics and design (6th Ed.). Pearson Education, New Jersey, United States.[18] Zhou, Y. (2019). Seismic Performance Assessment and Nonlinear Modeling Parameters for Slab-Column Connections. Ph.D. Thesis, College Station, United States.28532847119ACI 318-19Slab-Column ConnectionsStructural DesignTwo-Way Shear ActionJc MethodORIGINALAmending the Traditional 'ACI Commentary Jc Method' and Other Sources - H. Esquivel and G. Lin.pdfAmending the Traditional 'ACI Commentary Jc Method' and Other Sources - H. Esquivel and G. 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corporada en las Obras Colectivas.

b.	Distribuir copias o fonogramas de las Obras, exhibirlas públicamente, ejecutarlas públicamente y/o ponerlas a disposición pública, incluyéndolas como incorporadas en Obras Colectivas, según corresponda.

c.	Distribuir copias de las Obras Derivadas que se generen, exhibirlas públicamente, ejecutarlas públicamente y/o ponerlas a disposición pública.
Los derechos mencionados anteriormente pueden ser ejercidos en todos los medios y formatos, actualmente conocidos o que se inventen en el futuro. Los derechos antes mencionados incluyen el derecho a realizar dichas modificaciones en la medida que sean técnicamente necesarias para ejercer los derechos en otro medio o formatos, pero de otra manera usted no está autorizado para realizar obras derivadas. Todos los derechos no otorgados expresamente por el Licenciante quedan por este medio reservados, incluyendo pero sin limitarse a aquellos que se mencionan en las secciones 4(d) y 4(e).

4. Restricciones.
La licencia otorgada en la anterior Sección 3 está expresamente sujeta y limitada por las siguientes restricciones:

a.	Usted puede distribuir, exhibir públicamente, ejecutar públicamente, o poner a disposición pública la Obra sólo bajo las condiciones de esta Licencia, y Usted debe incluir una copia de esta licencia o del Identificador Universal de Recursos de la misma con cada copia de la Obra que distribuya, exhiba públicamente, ejecute públicamente o ponga a disposición pública. No es posible ofrecer o imponer ninguna condición sobre la Obra que altere o limite las condiciones de esta Licencia o el ejercicio de los derechos de los destinatarios otorgados en este documento. No es posible sublicenciar la Obra. Usted debe mantener intactos todos los avisos que hagan referencia a esta Licencia y a la cláusula de limitación de garantías. Usted no puede distribuir, exhibir públicamente, ejecutar públicamente, o poner a disposición pública la Obra con alguna medida tecnológica que controle el acceso o la utilización de ella de una forma que sea inconsistente con las condiciones de esta Licencia. Lo anterior se aplica a la Obra incorporada a una Obra Colectiva, pero esto no exige que la Obra Colectiva aparte de la obra misma quede sujeta a las condiciones de esta Licencia. Si Usted crea una Obra Colectiva, previo aviso de cualquier Licenciante debe, en la medida de lo posible, eliminar de la Obra Colectiva cualquier referencia a dicho Licenciante o al Autor Original, según lo solicitado por el Licenciante y conforme lo exige la cláusula 4(c).

b.	Usted no puede ejercer ninguno de los derechos que le han sido otorgados en la Sección 3 precedente de modo que estén principalmente destinados o directamente dirigidos a conseguir un provecho comercial o una compensación monetaria privada. El intercambio de la Obra por otras obras protegidas por derechos de autor, ya sea a través de un sistema para compartir archivos digitales (digital file-sharing) o de cualquier otra manera no será considerado como estar destinado principalmente o dirigido directamente a conseguir un provecho comercial o una compensación monetaria privada, siempre que no se realice un pago mediante una compensación monetaria en relación con el intercambio de obras protegidas por el derecho de autor.

c.	Si usted distribuye, exhibe públicamente, ejecuta públicamente o ejecuta públicamente en forma digital la Obra o cualquier Obra Derivada u Obra Colectiva, Usted debe mantener intacta toda la información de derecho de autor de la Obra y proporcionar, de forma razonable según el medio o manera que Usted esté utilizando: (i) el nombre del Autor Original si está provisto (o seudónimo, si fuere aplicable), y/o (ii) el nombre de la parte o las partes que el Autor Original y/o el Licenciante hubieren designado para la atribución (v.g., un instituto patrocinador, editorial, publicación) en la información de los derechos de autor del Licenciante, términos de servicios o de otras formas razonables; el título de la Obra si está provisto; en la medida de lo razonablemente factible y, si está provisto, el Identificador Uniforme de Recursos (Uniform Resource Identifier) que el Licenciante especifica para ser asociado con la Obra, salvo que tal URI no se refiera a la nota sobre los derechos de autor o a la información sobre el licenciamiento de la Obra; y en el caso de una Obra Derivada, atribuir el crédito identificando el uso de la Obra en la Obra Derivada (v.g., "Traducción Francesa de la Obra del Autor Original," o "Guión Cinematográfico basado en la Obra original del Autor Original"). Tal crédito puede ser implementado de cualquier forma razonable; en el caso, sin embargo, de Obras Derivadas u Obras Colectivas, tal crédito aparecerá, como mínimo, donde aparece el crédito de cualquier otro autor comparable y de una manera, al menos, tan destacada como el crédito de otro autor comparable.

d.	Para evitar toda confusión, el Licenciante aclara que, cuando la obra es una composición musical:

i.	Regalías por interpretación y ejecución bajo licencias generales. El Licenciante se reserva el derecho exclusivo de autorizar la ejecución pública o la ejecución pública digital de la obra y de recolectar, sea individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, SAYCO), las regalías por la ejecución pública o por la ejecución pública digital de la obra (por ejemplo Webcast) licenciada bajo licencias generales, si la interpretación o ejecución de la obra está primordialmente orientada por o dirigida a la obtención de una ventaja comercial o una compensación monetaria privada.

ii.	Regalías por Fonogramas. El Licenciante se reserva el derecho exclusivo de recolectar, individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, los consagrados por la SAYCO), una agencia de derechos musicales o algún agente designado, las regalías por cualquier fonograma que Usted cree a partir de la obra (“versión cover”) y distribuya, en los términos del régimen de derechos de autor, si la creación o distribución de esa versión cover está primordialmente destinada o dirigida a obtener una ventaja comercial o una compensación monetaria privada.

e.	Gestión de Derechos de Autor sobre Interpretaciones y Ejecuciones Digitales (WebCasting). Para evitar toda confusión, el Licenciante aclara que, cuando la obra sea un fonograma, el Licenciante se reserva el derecho exclusivo de autorizar la ejecución pública digital de la obra (por ejemplo, webcast) y de recolectar, individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, ACINPRO), las regalías por la ejecución pública digital de la obra (por ejemplo, webcast), sujeta a las disposiciones aplicables del régimen de Derecho de Autor, si esta ejecución pública digital está primordialmente dirigida a obtener una ventaja comercial o una compensación monetaria privada.

5. Representaciones, Garantías y Limitaciones de Responsabilidad.
A MENOS QUE LAS PARTES LO ACORDARAN DE OTRA FORMA POR ESCRITO, EL LICENCIANTE OFRECE LA OBRA (EN EL ESTADO EN EL QUE SE ENCUENTRA) “TAL CUAL”, SIN BRINDAR GARANTÍAS DE CLASE ALGUNA RESPECTO DE LA OBRA, YA SEA EXPRESA, IMPLÍCITA, LEGAL O CUALQUIERA OTRA, INCLUYENDO, SIN LIMITARSE A ELLAS, GARANTÍAS DE TITULARIDAD, COMERCIABILIDAD, ADAPTABILIDAD O ADECUACIÓN A PROPÓSITO DETERMINADO, AUSENCIA DE INFRACCIÓN, DE AUSENCIA DE DEFECTOS LATENTES O DE OTRO TIPO, O LA PRESENCIA O AUSENCIA DE ERRORES, SEAN O NO DESCUBRIBLES (PUEDAN O NO SER ESTOS DESCUBIERTOS). ALGUNAS JURISDICCIONES NO PERMITEN LA EXCLUSIÓN DE GARANTÍAS IMPLÍCITAS, EN CUYO CASO ESTA EXCLUSIÓN PUEDE NO APLICARSE A USTED.

6. Limitación de responsabilidad.
A MENOS QUE LO EXIJA EXPRESAMENTE LA LEY APLICABLE, EL LICENCIANTE NO SERÁ RESPONSABLE ANTE USTED POR DAÑO ALGUNO, SEA POR RESPONSABILIDAD EXTRACONTRACTUAL, PRECONTRACTUAL O CONTRACTUAL, OBJETIVA O SUBJETIVA, SE TRATE DE DAÑOS MORALES O PATRIMONIALES, DIRECTOS O INDIRECTOS, PREVISTOS O IMPREVISTOS PRODUCIDOS POR EL USO DE ESTA LICENCIA O DE LA OBRA, AUN CUANDO EL LICENCIANTE HAYA SIDO ADVERTIDO DE LA POSIBILIDAD DE DICHOS DAÑOS. ALGUNAS LEYES NO PERMITEN LA EXCLUSIÓN DE CIERTA RESPONSABILIDAD, EN CUYO CASO ESTA EXCLUSIÓN PUEDE NO APLICARSE A USTED.

7. Término.

a.	Esta Licencia y los derechos otorgados en virtud de ella terminarán automáticamente si Usted infringe alguna condición establecida en ella. Sin embargo, los individuos o entidades que han recibido Obras Derivadas o Colectivas de Usted de conformidad con esta Licencia, no verán terminadas sus licencias, siempre que estos individuos o entidades sigan cumpliendo íntegramente las condiciones de estas licencias. Las Secciones 1, 2, 5, 6, 7, y 8 subsistirán a cualquier terminación de esta Licencia.

b.	Sujeta a las condiciones y términos anteriores, la licencia otorgada aquí es perpetua (durante el período de vigencia de los derechos de autor de la obra). No obstante lo anterior, el Licenciante se reserva el derecho a publicar y/o estrenar la Obra bajo condiciones de licencia diferentes o a dejar de distribuirla en los términos de esta Licencia en cualquier momento; en el entendido, sin embargo, que esa elección no servirá para revocar esta licencia o que deba ser otorgada , bajo los términos de esta licencia), y esta licencia continuará en pleno vigor y efecto a menos que sea terminada como se expresa atrás. La Licencia revocada continuará siendo plenamente vigente y efectiva si no se le da término en las condiciones indicadas anteriormente.

8. Varios.

a.	Cada vez que Usted distribuya o ponga a disposición pública la Obra o una Obra Colectiva, el Licenciante ofrecerá al destinatario una licencia en los mismos términos y condiciones que la licencia otorgada a Usted bajo esta Licencia.

b.	Si alguna disposición de esta Licencia resulta invalidada o no exigible, según la legislación vigente, esto no afectará ni la validez ni la aplicabilidad del resto de condiciones de esta Licencia y, sin acción adicional por parte de los sujetos de este acuerdo, aquélla se entenderá reformada lo mínimo necesario para hacer que dicha disposición sea válida y exigible.

c.	Ningún término o disposición de esta Licencia se estimará renunciada y ninguna violación de ella será consentida a menos que esa renuncia o consentimiento sea otorgado por escrito y firmado por la parte que renuncie o consienta.

d.	Esta Licencia refleja el acuerdo pleno entre las partes respecto a la Obra aquí licenciada. No hay arreglos, acuerdos o declaraciones respecto a la Obra que no estén especificados en este documento. El Licenciante no se verá limitado por ninguna disposición adicional que pueda surgir en alguna comunicación emanada de Usted. Esta Licencia no puede ser modificada sin el consentimiento mutuo por escrito del Licenciante y Usted.
0000-0001-7596-48493781e2eb13efc6014efe2fdd3913fe74600 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