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V = πr²T
V = 22/7 x 7 x 7 x 20V = 3080 dm³
t = V/debit
t = 3080/7
t = 440 menit = 7 jam 20 menit
10.d = 100 cmketebalan = 10 cmT = 60 cm
diameter ruang kosong = 100 - 2 x 10 = 80 cm => r = 40 cm
a.
V ruang kosong = πr²T
V = 3,14 x 40 x 40 x 60
V = 301440 cm³
b.
V beton luar = V tabung total - V ruang kosong
V = 3,14 x 50 x 50 x 60 - 301440
V = 471000 - 301440
V = 169560 cm³