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= 7 . 2100. (0 - (-10))
= 147.000
Q2 = m. L = 7 . 8800 = 61.600
Q3 = m. Cair. ΔT
= 7. 4200 . (100-0)
= 2. 940.000
Q4= m. U =7 . 6600= 46.200
Q5 = m. Cuap. ΔT
= 7. 5400 . (170-100)
= 2.646.000
Q=Q1 + Q2+ Q3 + Q4 + Q5
= 147.000 +61.600+2. 940.000+46.200+2.646.000
= 5.840.800