For the shown figs, of plan and section for a swimming pool, design the swimming pool for the…

For the shown figs, of plan and section for a swimming pool, design the swimming pool for the following loading cases: Empty pool. Full pool with excavated soil all a around down to 4.00 m depth. Design the pool including all walls and base, showing sections and plans with the steel details for all parts. Consider a hinge connection between the pool base and wall. Depth of wall foundation bottom from base floor surface is 1.0 m For back filling; Phi = 30 degree, C = 0, Gs = 2.65, e = 0.57, tan delta = 0.67 tan Phi, w = 7% For soil; Phi = 27 degree, C = 15 kN/m^2, Gs = 2.70, e = 0.5, w = 15%,

For the shown figs, of plan and section for a swimming pool, design the swimming pool for the following loading cases: Empty pool. Full pool with excavated soil all a around down to 4.00 m depth. Design the pool including all walls and base, showing sections and plans with the steel details for all parts. Consider a hinge connection between the pool base and wall. Depth of wall foundation bottom from base floor surface is 1.0 m For back filling; Phi = 30 degree, C = 0, Gs = 2.65, e = 0.57, tan delta = 0.67 tan Phi, w = 7% For soil; Phi = 27 degree, C = 15 kN/m^2, Gs = 2.70, e = 0.5, w = 15%, Ca = 0.6 C Concrete unit weight = 24 kN/m^3, pavement unit weight = 23 kN/m^3, Live load on pool at G.s = 15 kN/m^2 Assume any unknown information needed

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