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A reinforced concrete circular water tank underground of 16 m in diameter, 4m depth water, the bottom slab is fixed wall, f.=30 MPa, f-420 MPa, Ysoi=1.75 ton/m', Ø=35°, thickness of wall (t) =0.2m. Use the ultimate strength method. Compute: - The tensile strength when the water and soil presents at point A. - The vertical reinforcement (inside and outside). Free 16 m 3 m 4 m Fixed

A reinforced concrete circular water tank underground of 16 m in diameter, 4m depth water, the bottom slab is fixed wall, f.=30 MPa, f-420 MPa, Ysoi=1.75 ton/m', Ø=35°, thickness of wall (t) =0.2m. Use the ultimate strength method. Compute: - The tensile strength when the water and soil presents at point A. - The vertical reinforcement (inside and outside). Free 16 m 3 m 4 m Fixed

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A reinforced concrete circular water tank underground of 16 m in diameter, 4m depth water, the bottom slab is fixed wall, f=30 MPa, f-420 MPa, Ysoil=1.75 ton/m', Ø=35°, thickness of wall (t) =0.2m. Use the ultimate strength method. Compute: - The tensile strength when the water and soil presents at point A. - The vertical reinforcement (inside and outside). Free 16 m 2m 3m A Fixed
Transcribed Image Text:A reinforced concrete circular water tank underground of 16 m in diameter, 4m depth water, the bottom slab is fixed wall, f=30 MPa, f-420 MPa, Ysoil=1.75 ton/m', Ø=35°, thickness of wall (t) =0.2m. Use the ultimate strength method. Compute: - The tensile strength when the water and soil presents at point A. - The vertical reinforcement (inside and outside). Free 16 m 2m 3m A Fixed
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