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DH1 = tana . 3,00 = tan 45° . 3,00 = 3,00m
Bei 45°: DH1 = 3,00 m |
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Dh2 = tana . 4,00 = tan 30° . . 4,00 = 2,31m |
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F1 = 11,0 – B1 – B3 = 11,0 – 1,73 – 5,20 = 4,07 m
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F2 = B3 + 8,0 + B3 = 2,31+ 1,0 + 2,31 = 5,62 m
Bei 45°: B4 = DH2 = 2,31
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F3 = 9,0 – B1 – B3 = 9,0 – 1,73 – 5,20 = 2,07 m
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DDH1 = |
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DDH2 =
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DDH3 = = 6,00m
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DDH4 = = 4,62m
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DDH4 =
=
= 3,27m
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VG = G2 – K2 = 6,71 – 5,17 = 1,54m
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A = 2A1 + A2 + 2A3 + A4 + A5 + A6
A = 2 . 10,38 + 31,95 + 2 . 33,29 + 10,39 + 23,47 + 18,87 = 171,71 m²
= 33,29 m²
A4 = A5 – Ausfallfläche = 23,47 – 13,08 = 10,39 m²
A6 = A2 - Ausfallfläche = 31,95 – 13,08 = 18,87 m² |