www. For the dam indicated in the figure below, the flow network was drawn according to Casagrande criteria: H-(30+X)m NA Ref HAA -18,0 (2.0+)m The height of the water level, in relation to the elevation 0.0 m. is h and the soil permeability coefficient is k = (Z + 1.1). 10-2 CM m Therefore, you are asked to calculate: a) The flow in the dam. Q. and The total loads at points A, B and C. Consider: -Specific weight of water Yágua = Yágua = 10* www.w kN ma - X, Y and Z correspond to the third-to-last. penultimate and last digits of the student's wwwwwww www.www RA, respectively. Thus, for the example case of a student with example RA 1234567: X=5, Y=6 and Z=7. In this case, H=(30+5)m = 35,0m, hâ³ = (2.0+6)m = 8,0m e k= (7+1,1).10¯² CM - = 8.1.10-2 CM MY RA=4633610. S

www. For the dam indicated in the figure below, the flow network was drawn according to Casagrande criteria: H-(30+X)m NA Ref HAA -18,0 (2.0+)m The height of the water level, in relation to the elevation 0.0 m. is h and the soil permeability coefficient is k = (Z + 1.1). 10-2 CM m Therefore, you are asked to calculate: a) The flow in the dam. Q. and The total loads at points A, B and C. Consider: -Specific weight of water Yágua = Yágua = 10* www.w kN ma - X, Y and Z correspond to the third-to-last. penultimate and last digits of the student's wwwwwww www.www RA, respectively. Thus, for the example case of a student with example RA 1234567: X=5, Y=6 and Z=7. In this case, H=(30+5)m = 35,0m, hâ³ = (2.0+6)m = 8,0m e k= (7+1,1).10¯² CM - = 8.1.10-2 CM MY RA=4633610. S

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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