Volume 23, Issue 1, April 2018, Pages 10–21
Nie Noumsi Thierry Constant1, Kamdjo Grégoire2, and MADJADOUBAYE Jeremie3
1 Fotso Victor University Institute of Technology, Civil Engineering Department, Laboratory of Mechanical and Modeling of Physical Systems (L2 MSP) Laboratory of Industrial and Engineering Systems Environment (LISIE), University of Dschang Cameroon, PO BOX 134 IUT FV BANDJOUN, Cameroon
2 Fotso Victor University Institute of Technology, Civil Engineering Department, Laboratory of Industrial and Systems Engineering Environment (LISIE), University of Dschang Cameroon, PO BOX 134 IUT FV BANDJOUN, Cameroon
3 Departement de Génie Civil, Université de Yaounde 1, Cameroon
Original language: English
Copyright © 2018 ISSR Journals. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
This project entitled Design, Sizing and Planning of the works of a reinforced concrete girder bridge was carried out in Tunisia. The objective of this work is based on the determination of the geometrical characteristics and the determination of the cross-cutting coefficient (CCC) for the dimensioning of the various elements of the Apron such as beams, spacer and slab. In this work, we used two methods or (approaches) for the determination of the geometrical characteristics of the beams. The study led to the determination of the various fundamental parameters which are the parameter of bracing and the torsion parameter. The conventional method or approach given by the SETRA references, for which the geometrical characteristics of the different sections were obtained by the following formula: Bmoy (m2) = B appui C1 + B central C2; C1 and C2 the interpolation coefficients which describe the variation of the section of the beam as a function of the length and when d= 0.5m. C1 = 1/3 + 4/3Lp = 1/3 + 4/3x21 = 0.3968; C2 = 2/3 - 4/3Lp = 2/3 - 4/3x21 = 0.6032 This for bending inertia and also for torsional inertia. Thus the torsion parameter α = 0.54 and the spacing parameter θ = 1.29.
Author Keywords: Parameters, Fundamentals, Characteristics, Geometric, Coefficient, Beam, Rigidity.
Nie Noumsi Thierry Constant1, Kamdjo Grégoire2, and MADJADOUBAYE Jeremie3
1 Fotso Victor University Institute of Technology, Civil Engineering Department, Laboratory of Mechanical and Modeling of Physical Systems (L2 MSP) Laboratory of Industrial and Engineering Systems Environment (LISIE), University of Dschang Cameroon, PO BOX 134 IUT FV BANDJOUN, Cameroon
2 Fotso Victor University Institute of Technology, Civil Engineering Department, Laboratory of Industrial and Systems Engineering Environment (LISIE), University of Dschang Cameroon, PO BOX 134 IUT FV BANDJOUN, Cameroon
3 Departement de Génie Civil, Université de Yaounde 1, Cameroon
Original language: English
Copyright © 2018 ISSR Journals. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Abstract
This project entitled Design, Sizing and Planning of the works of a reinforced concrete girder bridge was carried out in Tunisia. The objective of this work is based on the determination of the geometrical characteristics and the determination of the cross-cutting coefficient (CCC) for the dimensioning of the various elements of the Apron such as beams, spacer and slab. In this work, we used two methods or (approaches) for the determination of the geometrical characteristics of the beams. The study led to the determination of the various fundamental parameters which are the parameter of bracing and the torsion parameter. The conventional method or approach given by the SETRA references, for which the geometrical characteristics of the different sections were obtained by the following formula: Bmoy (m2) = B appui C1 + B central C2; C1 and C2 the interpolation coefficients which describe the variation of the section of the beam as a function of the length and when d= 0.5m. C1 = 1/3 + 4/3Lp = 1/3 + 4/3x21 = 0.3968; C2 = 2/3 - 4/3Lp = 2/3 - 4/3x21 = 0.6032 This for bending inertia and also for torsional inertia. Thus the torsion parameter α = 0.54 and the spacing parameter θ = 1.29.
Author Keywords: Parameters, Fundamentals, Characteristics, Geometric, Coefficient, Beam, Rigidity.
How to Cite this Article
Nie Noumsi Thierry Constant, Kamdjo Grégoire, and MADJADOUBAYE Jeremie, “CALCULATION OF FUNDAMENTAL PARAMETERS BY THE CLASSICAL APPROACH AND DETERMINATION OF THE CROSS-CUTTING COEFFICIENT (CCC),” International Journal of Innovation and Applied Studies, vol. 23, no. 1, pp. 10–21, April 2018.
