Monografia

Estudo comparativo de custos entre três tipos de lajes (maciça, vigota treliçada e nervurada com cubetas plásticas) da nova reitoria da Universidade Federal do Tocantins (UFT)

The slabs, which are almost always the elements with the largest volume and area of any building, have a great impact on the final cost of a structure. This work is a comparative study of costs between three types of slabs (massive, latticed joist and ribbed with plastic buckets) using the new...

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Autor principal: Moraes, Marco Aurélio Faccio
Grau: Monografia
Idioma: pt_BR
Publicado em: Universidade Federal do Tocantins 2021
Assuntos:
Acesso em linha: http://hdl.handle.net/11612/2888
Resumo:
The slabs, which are almost always the elements with the largest volume and area of any building, have a great impact on the final cost of a structure. This work is a comparative study of costs between three types of slabs (massive, latticed joist and ribbed with plastic buckets) using the new Rectory of the Federal University of Tocantins (UFT) as an architectural reference. The work evaluated the impacts on the consumption of steel, form and concrete on the final costs of a five-story building when changing the types of slabs. The projects were developed with the Eberick software and the budget was based on the tables of SINAPI and ORSE. The projects were launched according to the architectural design of the Rectory of UFT made available by the UFT City Hall and pre-dimensioned based on the graphs and tables of Rebello (2000). In order to carry out the budget, both the price of the inputs and the service performed to carry them out were considered. Among the three types of slabs studied, the lattice slab was the cheapest because the greatest reduction in materials and when compared to the most expensive presented savings of 15.63%, followed by the massive slab with a reduction of 9.88% of the total value of the most expensive and finally the ribbed slab with plastic buckets, which obtained the highest value, presenting the highest consumption of inputs for the slabs, pillars and Shallow foundation, resulting in a cost of R$ 1,758,461.73.