ACI 318-12 PDF

Dispхe sobre a alienaзгo parental e altera o art. Parбgrafo ъnico. Sгo formas exemplificativas de alienaзгo parental, alйm dos atos assim declarados pelo juiz ou constatados por perнcia, praticados diretamente ou com auxнlio de terceiros: I - realizar campanha de desqualificaзгo da conduta do genitor no exercнcio da paternidade ou maternidade; II - dificultar o exercнcio da autoridade parental; III - dificultar contato de crianзa ou adolescente com genitor; IV - dificultar o exercнcio do direito regulamentado de convivкncia familiar; V - omitir deliberadamente a genitor informaзхes pessoais relevantes sobre a crianзa ou adolescente, inclusive escolares, mйdicas e alteraзхes de endereзo; VI - apresentar falsa denъncia contra genitor, contra familiares deste ou contra avуs, para obstar ou dificultar a convivкncia deles com a crianзa ou adolescente; VII - mudar o domicнlio para local distante, sem justificativa, visando a dificultar a convivкncia da crianзa ou adolescente com o outro genitor, com familiares deste ou com avуs. Assegurar-se-б а crianзa ou adolescente e ao genitor garantia mнnima de visitaзгo assistida, ressalvados os casos em que hб iminente risco de prejuнzo а integridade fнsica ou psicolуgica da crianзa ou do adolescente, atestado por profissional eventualmente designado pelo juiz para acompanhamento das visitas. Caracterizado mudanзa abusiva de endereзo, inviabilizaзгo ou obstruзгo а convivкncia familiar, o juiz tambйm poderб inverter a obrigaзгo de levar para ou retirar a crianзa ou adolescente da residкncia do genitor, por ocasiгo das alternвncias dos perнodos de convivкncia familiar.

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The purpose and origin of each load combination are given. You can remove or modify any of these load combinations. You can also add load combinations. RAM Concept uses loading types to determine the appropriate factors in some load combinations.

The factor on "L" in ACI equations 5. This load combination does not contain any roof loads. For floors that contain roof loads, a more appropriate load combination will need to be specified for the maximum load history step.

Note: Some load combinations in mat raft files are of the Lateral Group type and use a "Zero-Tension" analysis. Since a load combination using a "Zero-Tension" analysis does not use Alternate Envelope Factors, then such load combinations in mat files have been expanded into multiple load combinations.

In some cases, the assumption that all gravity loads act in the same direction have been used to keep the number of load combinations to a minimum. See Specifying Load Combinations for further description.

This load combination is for information only - it is not used by RAM Concept for design purposes. Initial Service LC This load combination is intended for checking requirements upon application of prestress. The load factors used are: Balance Loading: 1. Self-Dead Loading: 1. The load factors used are: Hyperstatic Loading: 1. It is currently only generated for mat foundations.


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318-08: Building Code Requirements for Structural Concrete and Commentary

Viber The "Building Code Requirements for Structural Concrete" "Code" provides minimum requirements for the materials, design, and detailing of structural concrete buildings and, where applicable, nonbuilding structures. This Code was developed by an ANSI-approved consensus process and addresses structural systems, members, and connections, including cast-in-place, precast, shotcrete, plain, nonprestressed, prestressed, and composite construction. Among the subjects covered are: design and construction for strength, serviceability, and durability; load combinations, load factors, and strength reduction factors; structural analysis methods; deflection limits; mechanical and adhesive anchoring to concrete; development and splicing of reinforcement; construction document information; field inspection and testing; and methods to evaluate the strength of existing structures. The Code was substantially reorganized and reformatted in , and this Code continues and expands that same organizational philosophy. The principal objectives of the reorganization were to present all design and detailing requirements for structural systems or for individual members in chapters devoted to those individual subjects, and to arrange the chapters in a manner that generally follows the process and chronology of design and construction.

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