The Intze tank, shown in Fig. 14.14a, is filled with water up to the top of the cylindrical wall. The tank is made of concrete. The total load on the roof shell is taken as p=3.5 kPa over its surface area. Determine (a) the membrane stresses in the roof shell, cylindrical wall, conical shell, and bottom shell; (b) the tension forces in the ring beam at the junction of the wall and cone, and in the supporting ring beam. Let a= 7.6  m, L=7.2  m, b=4.8  m, f1=2.0  m, f2=1.3  m, hr=95  mm, hs=250  m
The Intze tank, shown in Fig. 14.14a, is filled with water up to the top of …
Sep 4, 2024
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