This work demonstrates the calculation of the bending from a bi-supported beam and compares the manual method versus the calculation carried out with the aid of a software based on the finite element method (FEM), both are verified based on the Brazilian standard NBR 6118 (2014). The comparison consists in the analysis of the diagrams of shearing forces, bending moments, calculated steel area and deformation in the beams. It is noticeable that in the manual calculation, it considers only the distance between the center of the supports. On the other hand, the calculation from the program (FEM) is realized by the consideration of structural dimensioning of the beam in relation to the span between the center of support pillars and the support width. Thus reaching the conclusion, that increasing the support width of the pillars, despite contributing to the reduction of shearing forces, bending moments and deformations, it’s not economically viable for this structure calculated in this work, because of the use of minimum reinforcement for the calculated cross-sectional area of the beam.
"Sinopsis" puede pertenecer a otra edición de este libro.
This work demonstrates the calculation of the bending from a bi-supported beam and compares the manual method versus the calculation carried out with the aid of a software based on the finite element method (FEM), both are verified based on the Brazilian standard NBR 6118 (2014). The comparison consists in the analysis of the diagrams of shearing forces, bending moments, calculated steel area and deformation in the beams. It is noticeable that in the manual calculation, it considers only the distance between the center of the supports. On the other hand, the calculation from the program (FEM) is realized by the consideration of structural dimensioning of the beam in relation to the span between the center of support pillars and the support width. Thus reaching the conclusion, that increasing the support width of the pillars, despite contributing to the reduction of shearing forces, bending moments and deformations, it’s not economically viable for this structure calculated in this work, because of the use of minimum reinforcement for the calculated cross-sectional area of the beam.
"Sobre este título" puede pertenecer a otra edición de este libro.
Librería: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Alemania
Taschenbuch. Condición: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -This work demonstrates the calculation of the bending from a bi-supported beam and compares the manual method versus the calculation carried out with the aid of a software based on the finite element method (FEM), both are verified based on the Brazilian standard NBR 6118 (2014). The comparison consists in the analysis of the diagrams of shearing forces, bending moments, calculated steel area and deformation in the beams. It is noticeable that in the manual calculation, it considers only the distance between the center of the supports. On the other hand, the calculation from the program (FEM) is realized by the consideration of structural dimensioning of the beam in relation to the span between the center of support pillars and the support width. Thus reaching the conclusion, that increasing the support width of the pillars, despite contributing to the reduction of shearing forces, bending moments and deformations, it's not economically viable for this structure calculated in this work, because of the use of minimum reinforcement for the calculated cross-sectional area of the beam. 56 pp. Englisch. Nº de ref. del artículo: 9786200080844
Cantidad disponible: 2 disponibles
Librería: Revaluation Books, Exeter, Reino Unido
Paperback. Condición: Brand New. 56 pages. 8.66x5.91x0.13 inches. In Stock. Nº de ref. del artículo: zk6200080844
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Librería: moluna, Greven, Alemania
Condición: New. Nº de ref. del artículo: 289724434
Cantidad disponible: Más de 20 disponibles
Librería: buchversandmimpf2000, Emtmannsberg, BAYE, Alemania
Taschenbuch. Condición: Neu. This item is printed on demand - Print on Demand Titel. Neuware -This work demonstrates the calculation of the bending from a bi-supported beam and compares the manual method versus the calculation carried out with the aid of a software based on the finite element method (FEM), both are verified based on the Brazilian standard NBR 6118 (2014). The comparison consists in the analysis of the diagrams of shearing forces, bending moments, calculated steel area and deformation in the beams. It is noticeable that in the manual calculation, it considers only the distance between the center of the supports. On the other hand, the calculation from the program (FEM) is realized by the consideration of structural dimensioning of the beam in relation to the span between the center of support pillars and the support width. Thus reaching the conclusion, that increasing the support width of the pillars, despite contributing to the reduction of shearing forces, bending moments and deformations, it's not economically viable for this structure calculated in this work, because of the use of minimum reinforcement for the calculated cross-sectional area of the beam.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 56 pp. Englisch. Nº de ref. del artículo: 9786200080844
Cantidad disponible: 1 disponibles
Librería: AHA-BUCH GmbH, Einbeck, Alemania
Taschenbuch. Condición: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - This work demonstrates the calculation of the bending from a bi-supported beam and compares the manual method versus the calculation carried out with the aid of a software based on the finite element method (FEM), both are verified based on the Brazilian standard NBR 6118 (2014). The comparison consists in the analysis of the diagrams of shearing forces, bending moments, calculated steel area and deformation in the beams. It is noticeable that in the manual calculation, it considers only the distance between the center of the supports. On the other hand, the calculation from the program (FEM) is realized by the consideration of structural dimensioning of the beam in relation to the span between the center of support pillars and the support width. Thus reaching the conclusion, that increasing the support width of the pillars, despite contributing to the reduction of shearing forces, bending moments and deformations, it's not economically viable for this structure calculated in this work, because of the use of minimum reinforcement for the calculated cross-sectional area of the beam. Nº de ref. del artículo: 9786200080844
Cantidad disponible: 1 disponibles