| 1.Tabela wyników sił wewnętrznych z 24 schematów statycznych dla kombinacji I | ||||||||||||||||||||||
| (wszystkie siły wewnętrzne mnożone przez Ψ ) | ||||||||||||||||||||||
| M | V | N | ||||||||||||||||||||
| 1 | 2 | 3 | 4 | 5 | 6 | 1 | 2 | 3 | 4 | 5 | 6 | 1 | 2 | 3 | 4 | 5 | 6 | |||||
| Obciążenie stałe-dach (kombinacja I) | 1 | -26.96 | -23.26 | -22.34 | -8.71 | -5.66 | -2.12 | 1.94 | 1.94 | 1.94 | 1.94 | 1.94 | -1.31 | -136.31 | -136.31 | -136.31 | -136.31 | -136.31 | -222.44 | Ψ= | 0.5 | |
| 2 | -19.97 | -17.31 | -16.65 | -6.56 | -4.37 | -6.42 | 1.39 | 1.39 | 1.39 | 1.39 | 1.39 | -2.74 | -100.96 | -100.96 | -100.96 | -100.96 | -100.96 | -217.26 | Ψ= | 0.6 | ||
| 3 | -19.97 | -17.26 | -16.59 | -6.49 | -4.27 | -3.64 | 1.42 | 1.42 | 1.42 | 1.42 | 1.42 | -1.73 | -100.96 | -100.96 | -100.96 | -100.96 | -100.96 | -187.09 | ||||
| 4 | -26.96 | -23.31 | -22.4 | -8.77 | -5.76 | -4.91 | 1.91 | 1.91 | 1.91 | 1.91 | 1.91 | -2.33 | -136.31 | -136.31 | -136.31 | -136.31 | -136.31 | -252.61 | ||||
| Obciążenia od śniegu | 1 | 0.00 | -0.64 | -0.79 | -0.79 | 23.24 | -11.83 | -0.33 | -0.33 | -0.33 | -0.33 | -4.97 | -4.97 | 0.00 | 0.00 | 0.00 | 0.00 | -165.66 | -165.66 | |||
| 2 | -22.94 | -19.67 | -18.86 | -7.26 | -4.57 | 4.97 | 1.72 | 1.72 | 1.72 | 1.72 | 1.72 | 1.35 | -115.99 | -115.99 | -115.99 | -115.99 | -115.99 | -115.99 | ||||
| Ψ=0,5 | 3 | -22.94 | -20.31 | -19.65 | -8.05 | 18.67 | -6.87 | 1.38 | 1.38 | 1.38 | 1.38 | -3.62 | -3.62 | -115.99 | -115.99 | -115.99 | -115.99 | -281.63 | -281.63 | |||
| Obciążenia od wiatru | 1 | 0.00 | 123.45 | 154.24 | 154.24 | 255.98 | 305.47 | 64.81 | 64.81 | 64.81 | 64.81 | 64.81 | 7.08 | 0.00 | 0.00 | 0.00 | 0.00 | 2.89 | 2.89 | |||
| 2 | 0.00 | 15.39 | 19.22 | 19.22 | 31.90 | -146.32 | 8.08 | 8.08 | 8.08 | 8.08 | -25.24 | -25.24 | 0.00 | 0.00 | 0.00 | 0.00 | 1.67 | 1.67 | ||||
| Ψ=0,6 | 3 | 0.00 | -26.66 | -22.85 | -22.85 | 19.44 | 692.62 | -31.62 | 3.63 | 12.41 | 12.41 | 41.46 | 215.09 | 0.00 | 0.00 | 0.00 | 0.00 | 3.27 | 3.27 | |||
| Obciążenia stałe-ściany | 1 | 0.00 | -0.97 | -1.22 | 2.60 | 1.80 | -1.37 | -0.51 | -0.51 | -0.51 | -0.51 | -0.51 | -0.45 | 0.00 | -30.54 | -38.15 | -38.15 | -63.32 | -116.20 | |||
| 2 | 0.00 | -1.31 | -1.64 | 3.51 | 2.42 | -1.86 | -0.69 | -0.69 | -0.69 | -0.69 | -0.69 | -0.61 | 0.00 | -41.22 | -51.50 | -51.50 | -85.48 | -156.90 | ||||
| Obciążenia od suwnicy | 1 | 0.00 | 93.18 | 116.41 | -10.86 | 65.94 | 195.77 | 48.91 | 48.91 | 48.91 | 48.91 | 48.91 | 18.45 | 0.00 | 0.00 | 0.00 | -149.73 | -149.73 | -148.21 | |||
| 2 | 0.00 | 75.33 | 94.11 | -33.16 | 28.92 | 151.61 | 39.54 | 39.54 | 39.54 | 39.54 | 39.54 | 17.43 | 0.00 | 0.00 | 0.00 | -149.73 | -149.73 | -148.62 | ||||
| 3 | 0.00 | 79.38 | 103.87 | -23.40 | 57.57 | 203.14 | 41.67 | 41.67 | 51.57 | 51.57 | 51.57 | 20.68 | 0.00 | 0.00 | 0.00 | -149.73 | -149.73 | -149.73 | ||||
| 4 | 0.00 | 89.13 | 106.65 | -20.62 | 37.29 | 144.24 | 46.79 | 46.79 | 36.89 | 36.89 | 36.89 | 15.19 | 0.00 | 0.00 | 0.00 | -149.73 | -149.73 | -149.73 | ||||
| 5 | 0.00 | 73.25 | 91.51 | -364.46 | -304.00 | 56.62 | 38.45 | 38.45 | 38.45 | 38.45 | 51.15 | 51.15 | 0.00 | 0.00 | 0.00 | -536.44 | -537.08 | -537.08 | ||||
| Ψ=1,0 | 6 | 0.00 | 55.40 | 69.21 | -386.76 | -341.11 | 12.46 | 29.08 | 29.08 | 29.08 | 29.08 | 50.13 | 50.13 | 0.00 | 0.00 | 0.00 | -536.44 | -537.49 | -537.49 | |||
| 7 | 0.00 | 59.45 | 78.89 | -377.00 | -312.27 | 63.99 | 31.21 | 41.11 | 41.11 | 41.11 | 53.39 | 53.39 | 0.00 | 0.00 | 0.00 | -536.44 | -537.05 | -537.05 | ||||
| 8 | 0.00 | 69.20 | 81.75 | -374.22 | -332.74 | 5.09 | 36.32 | 36.32 | 26.42 | 26.42 | 47.90 | 47.90 | 0.00 | 0.00 | 0.00 | -536.44 | -537.51 | -537.51 | ||||
| SIŁY TOWARZYSZĄCE | ||||||||||||||||||||||
| Mmax | Σ | -19.97 | 149.02 | 191.14 | 89.56 | 229.30 | 617.71 | 88.71 | 88.71 | 88.71 | 39.62 | 86.04 | 148.65 | -100.96 | -131.50 | -139.11 | -152.46 | -417.27 | -544.40 | |||
| Mmin | Σ | -38.43 | -50.77 | -47.58 | -410.67 | -347.36 | -101.99 | 12.02 | 4.09 | 9.36 | 38.62 | 52.39 | -20.98 | -194.31 | -235.53 | -245.81 | -768.90 | -795.12 | -455.99 | |||
| Nmin | Σ | -38.43 | 50.16 | 72.23 | -361.76 | -326.65 | 2.26 | 46.68 | 46.50 | 46.50 | 45.41 | 45.53 | 45.38 | -194.31 | -235.53 | -303.80 | -782.25 | -900.12 | -1087.82 | |||
| 2.Tabela wyników sił wewnętrznych z 24 schematów statycznych dla kombinacji II | ||||||||||||||||||||||
| (siły wewnętrzne mnożone przez Ψ, oprócz wiodącej ) | ||||||||||||||||||||||
| M | V | N | ||||||||||||||||||||
| 1 | 2 | 3 | 4 | 5 | 6 | 1 | 2 | 3 | 4 | 5 | 6 | 1 | 2 | 3 | 4 | 5 | 6 | |||||
| Obciążenie stałe-dach (kombinacja II) | 1 | -22.96 | -19.83 | -19.05 | -7.44 | -4.86 | -2.99 | 1.64 | 1.64 | 1.64 | 1.64 | 1.64 | -1.55 | -116.08 | -116.08 | -116.08 | -116.08 | -116.08 | -202.21 | |||
| 2 | -19.97 | -17.29 | -16.62 | -6.52 | -4.31 | -4.83 | 1.41 | 1.41 | 1.41 | 1.41 | 1.41 | -2.16 | -100.96 | -100.96 | -100.96 | -100.96 | -100.96 | -200.00 | ||||
| 3 | -19.97 | -17.26 | -16.59 | -6.49 | -4.27 | -3.64 | 1.42 | 1.42 | 1.42 | 1.42 | 1.42 | -1.73 | -100.96 | -100.96 | -100.96 | -100.96 | -100.96 | -187.09 | ||||
| 4 | -22.96 | -19.85 | -19.08 | -7.47 | -4.91 | -4.18 | 1.63 | 1.63 | 1.63 | 1.63 | 1.63 | -1.98 | -116.08 | -116.08 | -116.08 | -116.08 | -116.08 | -215.12 | ||||
| Obciążenia od śniegu | 1 | 0.00 | -0.64 | -0.79 | -0.79 | 23.24 | -11.83 | -0.33 | -0.33 | -0.33 | -0.33 | -4.97 | -4.97 | 0.00 | 0.00 | 0.00 | 0.00 | -165.66 | -165.66 | |||
| 2 | -22.94 | -19.67 | -18.86 | -7.26 | -4.57 | 4.97 | 1.72 | 1.72 | 1.72 | 1.72 | 1.72 | 1.35 | -115.99 | -115.99 | -115.99 | -115.99 | -115.99 | -115.99 | ||||
| Ψ=0,5 | 3 | -22.94 | -20.31 | -19.65 | -8.05 | 18.67 | -6.87 | 1.38 | 1.38 | 1.38 | 1.38 | -3.62 | -3.62 | -115.99 | -115.99 | -115.99 | -115.99 | -281.63 | -281.63 | |||
| Obciążenia od wiatru | 1 | 0.00 | 123.45 | 154.24 | 154.24 | 255.98 | 305.47 | 64.81 | 64.81 | 64.81 | 64.81 | 64.81 | 7.08 | 0.00 | 0.00 | 0.00 | 0.00 | 2.89 | 2.89 | |||
| 2 | 0.00 | 15.39 | 19.22 | 19.22 | 31.90 | -146.32 | 8.08 | 8.08 | 8.08 | 8.08 | -25.24 | -25.24 | 0.00 | 0.00 | 0.00 | 0.00 | 1.67 | 1.67 | ||||
| Ψ=0,6 | 3 | 0.00 | -26.66 | -22.85 | -22.85 | 19.44 | 692.62 | -31.62 | 3.63 | 12.41 | 12.41 | 41.46 | 215.09 | 0.00 | 0.00 | 0.00 | 0.00 | 3.27 | 3.27 | |||
| Obciążenia stałe-ściany II | 1 | 0.00 | -0.97 | -1.22 | 2.60 | 1.80 | -1.37 | -0.51 | -0.51 | -0.51 | -0.51 | -0.51 | -0.45 | 0.00 | -30.54 | -38.15 | -38.15 | -63.32 | -116.20 | |||
| 2 | 0.00 | -1.12 | -1.40 | 2.99 | 2.07 | -1.58 | -0.59 | -0.59 | -0.59 | -0.59 | -0.59 | -0.52 | 0.00 | -35.11 | -43.80 | -43.86 | -72.80 | -133.64 | ||||
| Obciążenia od suwnicy | 1 | 0.00 | 93.18 | 116.41 | -10.86 | 65.94 | 195.77 | 48.91 | 48.91 | 48.91 | 48.91 | 48.91 | 18.45 | 0.00 | 0.00 | 0.00 | -149.73 | -149.73 | -148.21 | |||
| 2 | 0.00 | 75.33 | 94.11 | -33.16 | 28.92 | 151.61 | 39.54 | 39.54 | 39.54 | 39.54 | 39.54 | 17.43 | 0.00 | 0.00 | 0.00 | -149.73 | -149.73 | -148.62 | ||||
| 3 | 0.00 | 79.38 | 103.87 | -23.40 | 57.57 | 203.14 | 41.67 | 41.67 | 51.57 | 51.57 | 51.57 | 20.68 | 0.00 | 0.00 | 0.00 | -149.73 | -149.73 | -149.73 | ||||
| 4 | 0.00 | 89.13 | 106.65 | -20.62 | 37.29 | 144.24 | 46.79 | 46.79 | 36.89 | 36.89 | 36.89 | 15.19 | 0.00 | 0.00 | 0.00 | -149.73 | -149.73 | -149.73 | ||||
| 5 | 0.00 | 73.25 | 91.51 | -364.46 | -304.00 | 56.62 | 38.45 | 38.45 | 38.45 | 38.45 | 51.15 | 51.15 | 0.00 | 0.00 | 0.00 | -536.44 | -537.08 | -537.08 | ||||
| Ψ=1,0 | 6 | 0.00 | 55.40 | 69.21 | -386.76 | -341.11 | 12.46 | 29.08 | 29.08 | 29.08 | 29.08 | 50.13 | 50.13 | 0.00 | 0.00 | 0.00 | -536.44 | -537.49 | -537.49 | Ψ= | 0.5 | |
| 7 | 0.00 | 59.45 | 78.89 | -377.00 | -312.27 | 63.99 | 31.21 | 41.11 | 41.11 | 41.11 | 53.39 | 53.39 | 0.00 | 0.00 | 0.00 | -536.44 | -537.05 | -537.05 | Ψ= | 0.6 | ||
| 8 | 0.00 | 69.20 | 81.75 | -374.22 | -332.74 | 5.09 | 36.32 | 36.32 | 26.42 | 26.42 | 47.90 | 47.90 | 0.00 | 0.00 | 0.00 | -536.44 | -537.51 | -537.51 | ||||
| SIŁY TOWARZYSZĄCE | ||||||||||||||||||||||
| Mmax | Σ | -19.97 | 198.40 | 252.84 | 150.74 | 331.34 | 893.89 | 114.47 | 114.63 | 114.63 | 65.64 | 112.07 | 234.45 | -100.96 | -131.50 | -139.11 | -144.82 | -486.26 | -524.17 | |||
| Mmin | Σ | -45.90 | -57.79 | -53.16 | -409.37 | -346.51 | -158.65 | -0.81 | 5.36 | 14.14 | 38.34 | 52.11 | -20.31 | -232.07 | -209.19 | -217.88 | -748.67 | -774.89 | -415.47 | |||
| Nmin | Σ | -45.90 | -30.79 | -29.88 | -372.54 | -326.20 | 3.27 | 1.99 | 1.91 | 1.91 | 40.36 | 47.14 | 45.82 | -232.07 | -267.18 | -275.87 | -754.38 | -867.21 | -1027.07 | |||
| M | V | N | ||||||||||||||||||||
| 1 | 2 | 3 | 4 | 5 | 6 | 1 | 2 | 3 | 4 | 5 | 6 | 1 | 2 | 3 | 4 | 5 | 6 | |||||
| Obciążenie stałe-dach (kombinacja I) | 1 | -26.96 | -23.26 | -22.34 | -8.71 | -5.66 | -2.12 | 1.94 | 1.94 | 1.94 | 1.94 | 1.94 | -1.31 | -136.31 | -136.31 | -136.31 | -136.31 | -136.31 | -222.44 | |||
| 2 | -19.97 | -17.31 | -16.65 | -6.56 | -4.37 | -6.42 | 1.39 | 1.39 | 1.39 | 1.39 | 1.39 | -2.74 | -100.96 | -100.96 | -100.96 | -100.96 | -100.96 | -217.26 | ||||
| 3 | -19.97 | -17.26 | -16.59 | -6.49 | -4.27 | -3.64 | 1.42 | 1.42 | 1.42 | 1.42 | 1.42 | -1.73 | -100.96 | -100.96 | -100.96 | -100.96 | -100.96 | -187.09 | ||||
| 4 | -26.96 | -23.31 | -22.4 | -8.77 | -5.76 | -4.91 | 1.91 | 1.91 | 1.91 | 1.91 | 1.91 | -2.33 | -136.31 | -136.31 | -136.31 | -136.31 | -136.31 | -252.61 | ||||
| Obciążenie stałe-dach (kombinacja II) | 1 | -22.96 | -19.83 | -19.05 | -7.44 | -4.86 | -2.99 | 1.64 | 1.64 | 1.64 | 1.64 | 1.64 | -1.55 | -116.08 | -116.08 | -116.08 | -116.08 | -116.08 | -202.21 | |||
| 2 | -19.97 | -17.29 | -16.62 | -6.52 | -4.31 | -4.83 | 1.41 | 1.41 | 1.41 | 1.41 | 1.41 | -2.16 | -100.96 | -100.96 | -100.96 | -100.96 | -100.96 | -200.00 | ||||
| 3 | -19.97 | -17.26 | -16.59 | -6.49 | -4.27 | -3.64 | 1.42 | 1.42 | 1.42 | 1.42 | 1.42 | -1.73 | -100.96 | -100.96 | -100.96 | -100.96 | -100.96 | -187.09 | ||||
| 4 | -22.96 | -19.85 | -19.08 | -7.47 | -4.91 | -4.18 | 1.63 | 1.63 | 1.63 | 1.63 | 1.63 | -1.98 | -116.08 | -116.08 | -116.08 | -116.08 | -116.08 | -215.12 | ||||
| Obciążenia od śniegu | 1 | 0.00 | -0.64 | -0.79 | -0.79 | 23.24 | -11.83 | -0.33 | -0.33 | -0.33 | -0.33 | -4.97 | -4.97 | 0.00 | 0.00 | 0.00 | 0.00 | -165.66 | -165.66 | |||
| 2 | -22.94 | -19.67 | -18.86 | -7.26 | -4.57 | 4.97 | 1.72 | 1.72 | 1.72 | 1.72 | 1.72 | 1.35 | -115.99 | -115.99 | -115.99 | -115.99 | -115.99 | -115.99 | ||||
| Ψ=0,5 | 3 | -22.94 | -20.31 | -19.65 | -8.05 | 18.67 | -6.87 | 1.38 | 1.38 | 1.38 | 1.38 | -3.62 | -3.62 | -115.99 | -115.99 | -115.99 | -115.99 | -281.63 | -281.63 | |||
| Obciążenia od wiatru | 1 | 0.00 | 123.45 | 154.24 | 154.24 | 255.98 | 305.47 | 64.81 | 64.81 | 64.81 | 64.81 | 64.81 | 7.08 | 0.00 | 0.00 | 0.00 | 0.00 | 2.89 | 2.89 | |||
| 2 | 0.00 | 15.39 | 19.22 | 19.22 | 31.90 | -146.32 | 8.08 | 8.08 | 8.08 | 8.08 | -25.24 | -25.24 | 0.00 | 0.00 | 0.00 | 0.00 | 1.67 | 1.67 | ||||
| Ψ=0,6 | 3 | 0.00 | -26.66 | -22.85 | -22.85 | 19.44 | 692.62 | -31.62 | 3.63 | 12.41 | 12.41 | 41.46 | 215.09 | 0.00 | 0.00 | 0.00 | 0.00 | 3.27 | 3.27 | |||
| Obciążenia stałe-ściany | 1 | 0.00 | -0.97 | -1.22 | 2.60 | 1.80 | -1.37 | -0.51 | -0.51 | -0.51 | -0.51 | -0.51 | -0.45 | 0.00 | -30.54 | -38.15 | -38.15 | -63.32 | -116.20 | |||
| 2 | 0.00 | -1.31 | -1.64 | 3.51 | 2.42 | -1.86 | -0.69 | -0.69 | -0.69 | -0.69 | -0.69 | -0.61 | 0.00 | -41.22 | -51.50 | -51.50 | -85.48 | -156.90 | ||||
| Obciążenia od suwnicy | 1 | 0.00 | 93.18 | 116.41 | -10.86 | 65.94 | 195.77 | 48.91 | 48.91 | 48.91 | 48.91 | 48.91 | 18.45 | 0.00 | 0.00 | 0.00 | -149.73 | -149.73 | -148.21 | |||
| 2 | 0.00 | 75.33 | 94.11 | -33.16 | 28.92 | 151.61 | 39.54 | 39.54 | 39.54 | 39.54 | 39.54 | 17.43 | 0.00 | 0.00 | 0.00 | -149.73 | -149.73 | -148.62 | ||||
| 3 | 0.00 | 79.38 | 103.87 | -23.40 | 57.57 | 203.14 | 41.67 | 41.67 | 51.57 | 51.57 | 51.57 | 20.68 | 0.00 | 0.00 | 0.00 | -149.73 | -149.73 | -149.73 | ||||
| 4 | 0.00 | 89.13 | 106.65 | -20.62 | 37.29 | 144.24 | 46.79 | 46.79 | 36.89 | 36.89 | 36.89 | 15.19 | 0.00 | 0.00 | 0.00 | -149.73 | -149.73 | -149.73 | ||||
| 5 | 0.00 | 73.25 | 91.51 | -364.46 | -304.00 | 56.62 | 38.45 | 38.45 | 38.45 | 38.45 | 51.15 | 51.15 | 0.00 | 0.00 | 0.00 | -536.44 | -537.08 | -537.08 | ||||
| Ψ=1,0 | 6 | 0.00 | 55.40 | 69.21 | -386.76 | -341.11 | 12.46 | 29.08 | 29.08 | 29.08 | 29.08 | 50.13 | 50.13 | 0.00 | 0.00 | 0.00 | -536.44 | -537.49 | -537.49 | |||
| 7 | 0.00 | 59.45 | 78.89 | -377.00 | -312.27 | 63.99 | 31.21 | 41.11 | 41.11 | 41.11 | 53.39 | 53.39 | 0.00 | 0.00 | 0.00 | -536.44 | -537.05 | -537.05 | ||||
| 8 | 0.00 | 69.20 | 81.75 | -374.22 | -332.74 | 5.09 | 36.32 | 36.32 | 26.42 | 26.42 | 47.90 | 47.90 | 0.00 | 0.00 | 0.00 | -536.44 | -537.51 | -537.51 | ||||
| SIŁY TOWARZYSZĄCE | ||||||||||||||||||||||
| Mmax | Σ | -19.97 | 197.76 | 252.05 | 139.61 | 343.31 | 897.24 | 114.30 | 114.30 | 114.30 | 114.12 | 109.48 | 235.36 | -100.96 | -131.50 | -139.11 | -302.19 | -498.94 | -601.09 | |||
| Mmin | Σ | -49.90 | -16.19 | 2.67 | -423.83 | -330.20 | -161.34 | 0.06 | 35.31 | 44.09 | 44.27 | 94.71 | 14.34 | -252.30 | -293.52 | -303.80 | -826.89 | -849.84 | -1075.66 | |||
| Nmin | Σ | -49.90 | 46.48 | 70.49 | -357.70 | -285.41 | -147.50 | 50.77 | 50.59 | 50.59 | 49.50 | 20.29 | 18.33 | -252.30 | -293.52 | -303.80 | -840.24 | -1039.26 | -1226.96 | |||