Kolon: S2Beton: C30 / elik: S420KEST ZELLKLER (Dikdrtgen) b1 = 25.0 cm b2 = 90.0 cm Alan = 0.23 m2 I(1-1) = 1.17E-03 m4 I(2-2) = 1.52E-02 m4NARNLK HESABI (Kritik Kombinasyon iin) Yanal telenme: X = nlenmemi, Y = nlenmemi Kolon net ykseklii: L1 = 2.35 m L2 = 2.35 m Etkili Boy Katsaylar: Beta-1 = 0.00 Beta-2 = 0.00YKLEMELER (KOMBNASYON) Analiz Sonular: No N M1 M2 V1 V2 (t) (t.m) (t.m) (t) (t) ---------------------------------------------------------------- 1-Alt 59.56 -1.92 -0.57 2.16 2.49 -st 57.71 3.16 -6.41 2.16 2.49 2-Alt 57.99 -2.02 -0.68 2.26 2.45 -st 56.14 3.30 -6.45 2.26 2.45 3-Alt 44.11 -1.34 -0.56 1.53 1.63 -st 42.26 2.25 -4.40 1.53 1.63 4-Alt 38.37 0.06 1.48 0.49 2.63 -st 37.05 1.22 -4.70 0.49 2.63 5-Alt 43.68 -2.72 -2.32 2.50 0.76 -st 42.36 3.16 -4.10 2.50 0.76 6-Alt 38.38 0.06 -1.00 0.52 1.49 -st 37.06 1.29 -4.49 0.52 1.49 7-Alt 43.66 -2.72 0.16 2.47 1.91 -st 42.34 3.09 -4.32 2.47 1.91 8-Alt 40.46 -0.47 14.40 0.71 8.72 -st 39.14 1.21 -6.08 0.71 8.72 9-Alt 41.59 -2.20 -15.23 2.28 -5.32 -st 40.26 3.17 -2.72 2.28 -5.32 10-Alt 40.45 -0.46 16.38 0.69 9.63 -st 39.13 1.15 -6.25 0.69 9.63 11-Alt 41.60 -2.20 -17.21 2.31 -6.24 -st 40.28 3.22 -2.56 2.31 -6.24 12-Alt 24.69 0.47 1.47 0.04 1.97 -st 23.50 0.57 -3.15 0.04 1.97 13-Alt 30.00 -2.31 -2.33 2.05 0.09 -st 28.81 2.51 -2.55 2.05 0.09 14-Alt 24.71 0.47 -1.01 0.07 0.82 -st 23.52 0.64 -2.93 0.07 0.82 15-Alt 29.99 -2.31 0.15 2.02 1.24 -st 28.80 2.44 -2.77 2.02 1.24 16-Alt 26.78 -0.06 14.39 0.26 8.05 -st 25.59 0.56 -4.53 0.26 8.05 17-Alt 27.91 -1.79 -15.24 1.83 -5.99 -st 26.72 2.52 -1.17 1.83 -5.99 18-Alt 26.77 -0.05 16.37 0.24 8.96 -st 25.58 0.50 -4.69 0.24 8.96 19-Alt 27.92 -1.79 -17.22 1.86 -6.90 -st 26.73 2.57 -1.00 1.86 -6.90 ---------------------------------------------------------------- Dizayn Deerleri: No N M1 M2 M1(min) M2(min) (t) (t.m) (t.m) (t.m) (t.m) ---------------------------------------------------------------- 1-Alt 59.56 -1.92 -2.50 -1.34 -2.50 -st 57.71 3.16 -6.41 1.30 -2.42 2-Alt 57.99 -2.02 -2.44 -1.30 -2.44 -st 56.14 3.30 -6.45 1.26 -2.36 3-Alt 44.11 -1.34 -1.85 -0.99 -1.85 -st 42.26 2.25 -4.40 0.95 -1.77 4-Alt 38.37 0.86 1.61 0.86 1.61 -st 37.05 1.22 -4.70 0.83 -1.56 5-Alt 43.68 -2.72 -2.32 -0.98 -1.83 -st 42.36 3.16 -4.10 0.95 -1.78 6-Alt 38.38 0.86 -1.61 0.86 -1.61 -st 37.06 1.29 -4.49 0.83 -1.56 7-Alt 43.66 -2.72 1.83 -0.98 1.83 -st 42.34 3.09 -4.32 0.95 -1.78 8-Alt 40.46 -0.91 14.40 -0.91 1.70 -st 39.14 1.21 -6.08 0.88 -1.64 9-Alt 41.59 -2.20 -15.23 -0.94 -1.75 -st 40.26 3.17 -2.72 0.91 -1.69 10-Alt 40.45 -0.91 16.38 -0.91 1.70 -st 39.13 1.15 -6.25 0.88 -1.64 11-Alt 41.60 -2.20 -17.21 -0.94 -1.75 -st 40.28 3.22 -2.56 0.91 -1.69 12-Alt 24.69 0.56 1.47 0.56 1.04 -st 23.50 0.57 -3.15 0.53 -0.99 13-Alt 30.00 -2.31 -2.33 -0.68 -1.26 -st 28.81 2.51 -2.55 0.65 -1.21 14-Alt 24.71 0.56 -1.04 0.56 -1.04 -st 23.52 0.64 -2.93 0.53 -0.99 15-Alt 29.99 -2.31 1.26 -0.67 1.26 -st 28.80 2.44 -2.77 0.65 -1.21 16-Alt 26.78 -0.60 14.39 -0.60 1.12 -st 25.59 0.58 -4.53 0.58 -1.07 17-Alt 27.91 -1.79 -15.24 -0.63 -1.17 -st 26.72 2.52 -1.17 0.60 -1.12 18-Alt 26.77 -0.60 16.37 -0.60 1.12 -st 25.58 0.58 -4.69 0.58 -1.07 19-Alt 27.92 -1.79 -17.22 -0.63 -1.17 -st 26.73 2.57 -1.12 0.60 -1.12 ----------------------------------------------------------------KRTK KOMBNASYON: #19(G-Dy-) Tasarm N = 27.92 t Tasarim M1 = -1.79 t.m Tasarim M2 = -17.22 t.m As(gerekli) = 4.53 cm2 Y = 22.21 cm Alfa = 36.45NOT: Asagidaki tabloda yeralan bilgiler gerekli donati iin hesaplanmistir. Gerekli Donati Saglanan Donati ubuk X Y Alan Gerilme Kuvveti Alan api (cm) (cm) (cm2) (t/m2) (t) (cm2) (mm)--------------------------------------------------------------------------------------- 1 21.0 86.0 0.3 36521.74 0.99 1.5 14.0 2 4.0 86.0 0.3 7284.70 0.16 1.5 14.0 3 4.0 4.0 0.3 -36521.74 -1.03 1.5 14.0 4 21.0 4.0 0.3 -36521.74 -1.03 1.5 14.0 5 12.5 86.0 0.3 24247.59 0.64 1.5 14.0 6 4.0 72.3 0.3 -29638.99 -0.84 1.5 14.0 7 4.0 58.7 0.3 -36521.74 -1.03 1.5 14.0 8 4.0 45.0 0.3 -36521.74 -1.03 1.5 14.0 9 4.0 31.3 0.3 -36521.74 -1.03 1.5 14.0 10 4.0 17.7 0.3 -36521.74 -1.03 1.5 14.0 11 12.5 4.0 0.3 -36521.74 -1.03 1.5 14.0 12 21.0 17.7 0.3 -36521.74 -1.03 1.5 14.0 13 21.0 31.3 0.3 -36521.74 -1.03 1.5 14.0 14 21.0 45.0 0.3 -36521.74 -1.03 1.5 14.0 15 21.0 58.7 0.3 -32637.98 -0.92 1.5 14.0 16 21.0 72.3 0.3 4285.71 0.07 1.5 14.0--------------------------------------------------------------------------------------- elik Kuvveti -10.24 Beton Kuvveti 38.16 Toplam Eksenel Kuvvet 27.92 Toplam M1 = -1.79 t.m Toplam M2 = -17.23 t.mKULLANIM ORANLARI As (Gerekli/Salanan) = 4.53 / 24.63 = 0.18 N (Nd / Nmax) = 27.92 / 405.00 = 0.07 M (Md / Msup) = 17.32 / 39.49 = 0.44