Análise crítica sobre o dimensionamento ao cisalhamento em vigas de concreto armado segundo a NBR 6118 (2003)
=== The Brazilian code NBR 6118/2003 introduces significant changes in the criteria for the shear strength of reinforced concrete (RC) beams. Two design models are presented and in one of them allowance is given to the designer to vary the inclination of the compressive struts ¦È between 30º and 45...
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| Format: | Others |
| Language: | Portuguese |
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Universidade Federal de Minas Gerais
2005
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| Online Access: | http://hdl.handle.net/1843/PASA-7RKFWH |