S1 Kat: 1 (Bet.:C30 / elik:S420)Yklemeler (Kombinasyon): NoN (Alt)M1 (Alt)M2 (Alt)N (st)M1 (st)M2 (st)114.8640.06-0.5913.631-0.14-0.34212.3090.03-0.6111.075-0.11-0.30315.5960.13-0.4114.363-0.21-0.39418.5440.932.5117.663-0.88-1.5252.365-0.83-3.331.4840.671.03618.2190.743.2817.338-0.68-1.9572.690-0.64-4.101.8090.471.46820.4770.036.8719.5960.05-3.3190.4320.06-7.69-0.449-0.262.821020.7410.196.2619.860-0.10-2.97110.168-0.09-7.08-0.713-0.112.481216.4730.952.6515.680-0.89-1.50130.294-0.81-3.19-0.4990.661.051416.1480.763.4215.355-0.69-1.93150.619-0.62-3.96-0.1740.471.481618.4060.057.0117.6130.05-3.2917-1.6390.08-7.55-2.432-0.272.841818.6700.216.4017.877-0.11-2.9519-1.903-0.07-6.94-2.696-0.112.49Kritik Ykleme: 17 - (G-Dy+)MinTasarimN (t)-1.639--1.639M1 (t.m)0.08-0.040.08M2 (t.m)-7.550.05-7.55N-max (t)270.000N-max,d (t)225.000Beton rts =2.5 cmTarafsiz Eksen:Y =226.2cmAlfa =88.48oVe(1/2)=2.542 / 13.057tVc(1/2)=0.000 / 0.000tVr(1/2)=27.666 / 35.024t0.22 Fcd bw d =66.000tEtriye = 8/12-8As (Gerekli):%1.00 (min)15.00cm2As (Saglanan):%1.0315.39cm210142560S1 Kat: 2 (Bet.:C30 / elik:S420)Yklemeler (Kombinasyon): NoN (Alt)M1 (Alt)M2 (Alt)N (st)M1 (st)M2 (st)17.3930.090.226.159-0.08-0.6725.540-0.010.114.3060.05-0.4437.7250.270.236.491-0.26-0.6448.8321.490.837.951-1.60-1.7351.457-1.34-0.540.5761.480.8168.5781.141.087.697-1.24-2.1771.711-1.00-0.780.8301.121.2589.7070.063.868.826-0.08-5.5190.5820.09-3.57-0.299-0.044.60109.9140.343.669.032-0.38-5.16110.376-0.19-3.37-0.5050.264.24127.4621.520.766.669-1.63-1.54130.087-1.31-0.61-0.7061.461.01147.2081.171.006.415-1.26-1.97150.341-0.97-0.86-0.4521.091.45168.3370.093.797.544-0.11-5.3217-0.7880.12-3.64-1.581-0.064.79188.5430.373.597.750-0.41-4.9619-0.994-0.16-3.44-1.7870.234.44Kritik Ykleme: 17 - (G-Dy+)MinTasarimN (t)-1.581--1.581M1 (t.m)-0.060.04-0.06M2 (t.m)4.79-0.054.79N-max (t)270.000N-max,d (t)225.000Beton rts =2.5 cmTarafsiz Eksen:Y =186.6cmAlfa =88.70oVe(1/2)=4.494 / 13.316tVc(1/2)=0.000 / 0.000tVr(1/2)=28.029 / 35.426t0.22 Fcd bw d =66.000tEtriye = 8/12-8As (Gerekli):%1.00 (min)15.00cm2As (Saglanan):%1.0315.39cm210142560

S2 Kat: 1 (Bet.:C30 / elik:S420)Yklemeler (Kombinasyon): NoN (Alt)M1 (Alt)M2 (Alt)N (st)M1 (st)M2 (st)159.561-1.92-0.5757.7103.16-6.41257.989-2.02-0.6856.1383.30-6.45344.110-1.34-0.5642.2592.25-4.40438.3690.061.4837.0471.22-4.70543.678-2.72-2.3242.3563.16-4.10638.3840.06-1.0037.0631.29-4.49743.663-2.720.1642.3413.09-4.32840.461-0.4714.4039.1391.21-6.08941.586-2.20-15.2340.2653.17-2.721040.449-0.4616.3839.1271.15-6.251141.598-2.20-17.2140.2763.22-2.561224.6920.471.4723.5020.57-3.151330.000-2.31-2.3328.8102.51-2.551424.7070.47-1.0123.5170.64-2.931529.985-2.310.1528.7952.44-2.771626.783-0.0614.3925.5930.56-4.531727.909-1.79-15.2426.7192.52-1.171826.771-0.0516.3725.5810.50-4.691927.920-1.79-17.2226.7312.57-1.00Kritik Ykleme: 19 - (G-Dy-)MinTasarimN (t)27.920-27.920M1 (t.m)-1.79-0.63-1.79M2 (t.m)-17.22-1.17-17.22N-max (t)405.000N-max,d (t)337.500Beton rts =2.5 cmTarafsiz Eksen:Y =22.2cmAlfa =36.45oVe(1/2)=5.014 / 29.460tVc(1/2)=0.000 / 0.000tVr(1/2)=47.873 / 55.556t0.22 Fcd bw d =99.000tEtriye = 8/12-8As (Gerekli):%1.00 (min)22.50cm2As (Saglanan):%1.0924.63cm216142590S2 Kat: 2 (Bet.:C30 / elik:S420)Yklemeler (Kombinasyon): NoN (Alt)M1 (Alt)M2 (Alt)N (st)M1 (st)M2 (st)124.315-3.581.4322.4643.003.38222.764-3.331.3820.9132.424.13319.902-2.890.8818.0512.751.69415.598-0.972.8014.2770.381.85518.072-3.97-0.8716.7503.762.81615.748-1.132.0114.4270.492.06717.922-3.81-0.0816.6003.642.60815.969-1.464.5714.6471.151.15917.702-3.48-2.6416.3802.983.511015.849-1.345.2214.5271.060.981117.821-3.61-3.2916.4993.073.681210.560-0.202.369.370-0.291.091313.034-3.20-1.3011.8443.092.061410.710-0.351.589.520-0.181.311512.884-3.04-0.5111.6942.971.841610.931-0.694.149.7410.480.401712.663-2.71-3.0811.4742.312.751810.811-0.564.789.6210.390.221912.783-2.83-3.7211.5932.402.93Kritik Ykleme: 5 - (G+Q-Dx+)MinTasarimN (t)18.072-18.072M1 (t.m)-3.97-0.41-3.97M2 (t.m)-0.87-0.76-0.87N-max (t)405.000N-max,d (t)337.500Beton rts =2.5 cmTarafsiz Eksen:Y =454.0cmAlfa =89.62oVe(1/2)=6.676 / 8.928tVc(1/2)=0.000 / 0.000tVr(1/2)=46.989 / 54.550t0.22 Fcd bw d =99.000tEtriye = 8/12-8As (Gerekli):%1.00 (min)22.50cm2As (Saglanan):%1.0924.63cm216142590

S3 Kat: 1 (Bet.:C30 / elik:S420)Yklemeler (Kombinasyon): NoN (Alt)M1 (Alt)M2 (Alt)N (st)M1 (st)M2 (st)163.3740.570.1362.140-0.93-1.87258.6650.660.2357.432-1.09-2.07356.0830.370.0154.849-0.57-1.29441.9861.512.2641.105-1.59-2.35546.405-0.71-2.0845.5240.30-0.25642.1621.602.4041.280-1.67-2.51746.230-0.80-2.2245.3490.38-0.09843.7310.747.2642.850-0.91-4.99944.6610.05-7.0843.779-0.382.391043.6040.687.1542.723-0.84-4.861144.7870.12-6.9743.906-0.452.261230.8171.412.2530.024-1.41-2.001335.236-0.81-2.1034.4430.470.091430.9921.502.3930.199-1.50-2.161535.061-0.90-2.2434.2670.560.251632.5620.647.2531.769-0.74-4.651733.491-0.05-7.1032.698-0.202.731832.4350.587.1331.642-0.66-4.521933.6180.02-6.9832.825-0.282.61Kritik Ykleme: 1 - (G+Q *F)MinTasarimN (t)63.374-63.374M1 (t.m)0.571.431.43M2 (t.m)0.132.092.09N-max (t)270.000N-max,d (t)225.000Beton rts =2.5 cmTarafsiz Eksen:Y =28.0cmAlfa =31.48oVe(1/2)=3.761 / 16.769tVc(1/2)=0.000 / 0.000tVr(1/2)=29.358 / 36.904t0.22 Fcd bw d =66.000tEtriye = 8/12-8As (Gerekli):%1.00 (min)15.00cm2As (Saglanan):%1.0315.39cm210142560S3 Kat: 2 (Bet.:C30 / elik:S420)Yklemeler (Kombinasyon): NoN (Alt)M1 (Alt)M2 (Alt)N (st)M1 (st)M2 (st)132.7070.871.7731.473-0.68-1.78229.4960.742.2028.263-0.37-2.21329.0440.771.0727.811-0.78-1.16420.8251.811.8719.944-1.69-1.87524.672-0.610.6223.7910.76-0.64621.0451.881.7920.164-1.78-1.94724.452-0.680.6923.5710.85-0.57823.0380.875.7022.157-0.76-6.13922.4590.33-3.2121.578-0.173.621022.8770.825.7621.996-0.69-6.081122.6200.38-3.2821.739-0.243.571214.6841.631.5813.891-1.53-1.641318.531-0.800.3417.7380.93-0.411414.9041.701.5114.111-1.62-1.711518.310-0.870.4117.5171.02-0.351616.8970.695.4216.104-0.59-5.901716.3180.15-3.5015.524-0.013.851816.7360.635.4815.943-0.52-5.851916.4790.20-3.5615.686-0.083.80Kritik Ykleme: 16 - (G+Dy+)MinTasarimN (t)16.104-16.104M1 (t.m)-0.59-0.36-0.59M2 (t.m)-5.90-0.53-5.90N-max (t)270.000N-max,d (t)225.000Beton rts =2.5 cmTarafsiz Eksen:Y =9.6cmAlfa =14.10oVe(1/2)=4.327 / 14.985tVc(1/2)=0.000 / 0.000tVr(1/2)=28.543 / 35.998t0.22 Fcd bw d =66.000tEtriye = 8/12-8As (Gerekli):%1.00 (min)15.00cm2As (Saglanan):%1.0315.39cm210142560

S3 Kat: 3 (Bet.:C30 / elik:S420)Yklemeler (Kombinasyon): NoN (Alt)M1 (Alt)M2 (Alt)N (st)M1 (st)M2 (st)17.934-0.092.076.7000.35-2.1927.950-0.242.156.7160.38-2.2136.2070.051.604.9740.22-1.5444.2251.742.553.344-1.48-2.8156.803-1.860.345.9221.96-0.2164.3801.482.233.499-1.23-2.5476.648-1.610.665.7671.71-0.4886.1440.223.105.262-0.07-3.8494.885-0.34-0.214.0030.550.82106.0310.413.345.150-0.26-4.04114.997-0.53-0.444.1160.741.02122.7121.732.191.919-1.56-2.30135.290-1.87-0.024.4971.890.30142.8671.481.872.074-1.30-2.03155.135-1.610.304.3421.640.03164.6300.212.743.837-0.15-3.33173.371-0.35-0.572.5780.481.33184.5180.402.973.725-0.33-3.53193.484-0.54-0.812.6910.661.53Kritik Ykleme: 12 - (G+Dx+)MinTasarimN (t)2.712-2.712M1 (t.m)1.730.061.73M2 (t.m)2.190.092.19N-max (t)270.000N-max,d (t)225.000Beton rts =2.5 cmTarafsiz Eksen:Y =61.3cmAlfa =86.35oVe(1/2)=5.372 / 7.841tVc(1/2)=0.000 / 0.000tVr(1/2)=27.885 / 35.267t0.22 Fcd bw d =66.000tEtriye = 8/12-8As (Gerekli):%1.00 (min)15.00cm2As (Saglanan):%1.0315.39cm210142560S4 Kat: 1 (Bet.:C30 / elik:S420)Yklemeler (Kombinasyon): NoN (Alt)M1 (Alt)M2 (Alt)N (st)M1 (st)M2 (st)142.2030.060.1740.969-0.10-1.68240.105-0.040.1738.8710.06-1.68337.9150.170.1636.682-0.23-1.39432.2021.023.6231.321-0.78-3.48526.948-0.92-3.3926.0670.641.13631.5871.084.4930.706-0.83-4.08727.563-0.99-4.2526.6810.701.73826.1750.458.6325.294-0.44-6.42932.975-0.36-8.3932.0930.304.071026.6540.407.9425.773-0.39-5.941132.496-0.31-7.7031.6140.253.591225.6521.013.6124.859-0.76-3.201320.398-0.93-3.4019.6050.661.411425.0381.084.4824.244-0.82-3.801521.013-0.99-4.2720.2200.712.011619.6260.458.6218.832-0.42-6.141726.425-0.36-8.4125.6320.324.351820.1040.407.9319.311-0.37-5.661925.946-0.31-7.7225.1530.273.87Kritik Ykleme: 16 - (G+Dy+)MinTasarimN (t)19.626-19.626M1 (t.m)0.450.440.45M2 (t.m)8.620.658.62N-max (t)270.000N-max,d (t)225.000Beton rts =2.5 cmTarafsiz Eksen:Y =10.9cmAlfa =10.24oVe(1/2)=2.732 / 21.035tVc(1/2)=0.000 / 0.000tVr(1/2)=28.672 / 36.141t0.22 Fcd bw d =66.000tEtriye = 8/12-8As (Gerekli):%1.00 (min)15.00cm2As (Saglanan):%1.0315.39cm210142560

S4 Kat: 2 (Bet.:C30 / elik:S420)Yklemeler (Kombinasyon): NoN (Alt)M1 (Alt)M2 (Alt)N (st)M1 (st)M2 (st)124.7920.190.9523.558-0.30-0.60223.8110.081.2422.577-0.28-1.03321.5250.310.6420.291-0.32-0.35420.1040.982.7619.222-1.04-3.14514.555-0.70-1.4113.6740.612.25619.7091.033.0718.828-1.12-3.51714.949-0.75-1.7214.0680.692.63816.7880.556.3415.907-0.64-6.70917.871-0.27-4.9816.9890.215.821017.0880.516.0816.207-0.58-6.391117.570-0.23-4.7316.6890.155.511215.9810.972.6815.188-1.01-3.201310.432-0.71-1.499.6390.632.191415.5861.022.9914.793-1.09-3.581510.827-0.76-1.8010.0330.712.571612.6650.546.2611.872-0.62-6.771713.748-0.28-5.0612.9550.245.761812.9660.506.0012.172-0.56-6.451913.447-0.24-4.8112.6540.175.44Kritik Ykleme: 16 - (G+Dy+)MinTasarimN (t)11.872-11.872M1 (t.m)-0.62-0.27-0.62M2 (t.m)-6.77-0.39-6.77N-max (t)270.000N-max,d (t)225.000Beton rts =2.5 cmTarafsiz Eksen:Y =9.9cmAlfa =13.78oVe(1/2)=2.818 / 18.232tVc(1/2)=0.000 / 0.000tVr(1/2)=28.305 / 35.734t0.22 Fcd bw d =66.000tEtriye = 8/12-8As (Gerekli):%1.00 (min)15.00cm2As (Saglanan):%1.0315.39cm210142560S4 Kat: 3 (Bet.:C30 / elik:S420)Yklemeler (Kombinasyon): NoN (Alt)M1 (Alt)M2 (Alt)N (st)M1 (st)M2 (st)19.4160.391.658.182-0.49-2.3429.3890.491.688.155-0.52-2.3037.3680.221.406.134-0.35-1.7048.4961.871.087.615-2.02-1.7354.585-1.331.243.7041.34-1.4968.3491.611.377.467-1.76-2.0374.732-1.070.953.8511.08-1.1988.0860.613.387.205-0.67-3.9194.995-0.07-1.054.114-0.020.69108.1920.813.177.311-0.86-3.69114.888-0.26-0.844.0070.180.47126.6751.810.845.882-1.92-1.19132.764-1.391.001.9711.43-0.95146.5281.551.125.734-1.67-1.48152.911-1.130.712.1181.17-0.65166.2650.553.135.472-0.57-3.37173.174-0.13-1.302.3810.081.24186.3710.742.925.578-0.76-3.14193.067-0.32-1.092.2740.271.01Kritik Ykleme: 12 - (G+Dx+)MinTasarimN (t)5.882-5.882M1 (t.m)-1.92-0.13-1.92M2 (t.m)-1.19-0.19-1.19N-max (t)270.000N-max,d (t)225.000Beton rts =2.5 cmTarafsiz Eksen:Y =93.6cmAlfa =88.08oVe(1/2)=5.144 / 7.908tVc(1/2)=0.000 / 0.000tVr(1/2)=27.965 / 35.356t0.22 Fcd bw d =66.000tEtriye = 8/12-8As (Gerekli):%1.00 (min)15.00cm2As (Saglanan):%1.0315.39cm210142560

S5 Kat: 1 (Bet.:C30 / elik:S420)Yklemeler (Kombinasyon): NoN (Alt)M1 (Alt)M2 (Alt)N (st)M1 (st)M2 (st)133.295-0.14-2.1632.0610.743.20232.148-0.20-2.1730.9140.843.21325.844-0.20-1.3924.6100.852.03418.7115.05-1.3217.830-1.362.10527.317-5.27-1.6326.4362.452.27618.0786.33-1.6417.197-1.882.41727.951-6.55-1.3227.0702.981.95819.8172.300.3118.936-0.490.53926.212-2.52-3.2625.3301.583.831020.3261.270.5619.444-0.070.281125.703-1.49-3.5224.8221.164.081211.5744.99-0.7410.781-1.291.221320.180-5.33-1.0619.3872.521.391410.9406.28-1.0610.147-1.821.531520.813-6.61-0.7420.0203.041.081612.6792.240.8811.886-0.42-0.341719.074-2.57-2.6818.2811.652.951813.1881.211.1412.395-0.01-0.591918.566-1.55-2.9417.7721.233.21Kritik Ykleme: 11 - (G+Q-Dy-)MinTasarimN (t)24.822-24.822M1 (t.m)1.160.821.16M2 (t.m)4.080.564.08N-max (t)270.000N-max,d (t)225.000Beton rts =2.5 cmTarafsiz Eksen:Y =5.0cmAlfa =1.77oVe(1/2)=13.547 / 7.425tVc(1/2)=0.000 / 0.000tVr(1/2)=36.121 / 28.654t0.22 Fcd bw d =66.000tEtriye = 8/12-8As (Gerekli):%1.00 (min)15.00cm2As (Saglanan):%1.0315.39cm210146025S5 Kat: 2 (Bet.:C30 / elik:S420)Yklemeler (Kombinasyon): NoN (Alt)M1 (Alt)M2 (Alt)N (st)M1 (st)M2 (st)113.149-0.48-0.9411.916-0.45-1.31211.955-0.35-1.0010.721-1.04-1.19311.272-0.73-0.4810.0390.27-1.0547.3281.57-0.646.447-3.29-0.72510.908-2.28-0.6410.0272.67-1.0866.9192.01-0.836.038-3.98-0.71711.317-2.72-0.4410.4363.36-1.0988.662-0.360.177.780-1.12-0.7399.575-0.34-1.448.6930.50-1.07108.991-0.730.338.110-0.56-0.74119.2460.02-1.608.364-0.06-1.06124.6891.54-0.353.896-3.18-0.42138.269-2.31-0.347.4762.77-0.78144.2801.98-0.543.487-3.87-0.41158.678-2.75-0.157.8853.46-0.80166.022-0.400.465.229-1.01-0.44176.935-0.38-1.156.1420.61-0.77186.351-0.760.625.558-0.46-0.45196.606-0.01-1.315.8130.05-0.76Kritik Ykleme: 14 - (G+Dx-)MinTasarimN (t)3.487-3.487M1 (t.m)-3.87-0.12-3.87M2 (t.m)-0.41-0.08-0.41N-max (t)270.000N-max,d (t)225.000Beton rts =2.5 cmTarafsiz Eksen:Y =36.7cmAlfa =80.98oVe(1/2)=9.064 / 1.313tVc(1/2)=0.000 / 0.000tVr(1/2)=35.395 / 28.001t0.22 Fcd bw d =66.000tEtriye = 8/12-8As (Gerekli):%1.00 (min)15.00cm2As (Saglanan):%1.0315.39cm210146025

S6 Kat: 1 (Bet.:C30 / elik:S420)Yklemeler (Kombinasyon): NoN (Alt)M1 (Alt)M2 (Alt)N (st)M1 (st)M2 (st)140.2960.91-1.2539.063-1.121.77239.0551.01-1.2537.821-1.311.77335.1500.74-0.9733.917-0.821.38420.2547.29-0.3219.373-5.320.80536.171-6.00-1.4135.2903.741.66619.0348.90-0.3218.153-6.430.80737.392-7.61-1.4236.5104.851.66821.5243.850.9620.643-3.24-0.28934.902-2.56-2.6934.0211.662.731022.4952.560.9521.614-2.36-0.281133.931-1.27-2.6933.0500.782.731213.8407.19-0.0813.047-5.180.461329.757-6.10-1.1728.9643.881.321412.6208.80-0.0811.827-6.290.461530.977-7.71-1.1830.1844.991.321615.1103.751.2014.316-3.10-0.621728.488-2.66-2.4527.6941.802.401816.0812.461.1915.288-2.22-0.621927.517-1.37-2.4526.7230.922.39Kritik Ykleme: 14 - (G+Dx-)MinTasarimN (t)12.620-12.620M1 (t.m)8.800.428.80M2 (t.m)-0.08-0.28-0.28N-max (t)270.000N-max,d (t)225.000Beton rts =2.5 cmTarafsiz Eksen:Y =9.1cmAlfa =5.91oVe(1/2)=17.538 / 5.856tVc(1/2)=0.000 / 0.000tVr(1/2)=36.520 / 29.013t0.22 Fcd bw d =66.000tEtriye = 8/12-8As (Gerekli):%1.00 (min)15.00cm2As (Saglanan):%1.0315.39cm210146025S6 Kat: 2 (Bet.:C30 / elik:S420)Yklemeler (Kombinasyon): NoN (Alt)M1 (Alt)M2 (Alt)N (st)M1 (st)M2 (st)122.6670.68-2.4621.433-0.602.41221.5390.29-2.4520.3050.052.41319.6980.96-1.9818.464-1.021.95411.0864.86-1.3010.204-5.041.27520.564-3.90-2.1319.6834.222.09610.5635.91-1.379.682-6.211.32721.087-4.96-2.0620.2065.402.04811.9501.570.0511.069-1.72-0.08919.699-0.62-3.4818.8180.913.441012.3600.720.1011.479-0.77-0.121119.2900.24-3.5418.409-0.053.48127.1984.74-0.866.405-4.870.841316.677-4.01-1.6815.8844.391.66146.6765.80-0.925.883-6.040.891517.200-5.07-1.6116.4065.561.61168.0631.460.507.270-1.55-0.511715.812-0.73-3.0415.0191.073.01188.4730.600.557.680-0.60-0.551915.4030.13-3.0914.6090.123.05Kritik Ykleme: 14 - (G+Dx-)MinTasarimN (t)5.883-5.883M1 (t.m)-6.04-0.19-6.04M2 (t.m)0.890.130.89N-max (t)270.000N-max,d (t)225.000Beton rts =2.5 cmTarafsiz Eksen:Y =10.5cmAlfa =19.19oVe(1/2)=11.220 / 6.837tVc(1/2)=0.000 / 0.000tVr(1/2)=35.842 / 28.403t0.22 Fcd bw d =66.000tEtriye = 8/12-8As (Gerekli):%1.00 (min)15.00cm2As (Saglanan):%1.0315.39cm210146025

S6 Kat: 3 (Bet.:C30 / elik:S420)Yklemeler (Kombinasyon): NoN (Alt)M1 (Alt)M2 (Alt)N (st)M1 (st)M2 (st)17.097-0.27-2.325.8630.632.3127.075-0.41-2.345.8410.612.3035.707-0.16-1.774.4730.471.7442.5001.70-1.101.619-1.571.0757.387-2.09-2.126.5062.432.1262.2751.94-1.261.394-1.891.2377.612-2.33-1.966.7302.761.9683.3050.53-0.422.424-0.290.2196.582-0.92-2.805.7001.152.99103.4760.36-0.302.594-0.040.08116.411-0.75-2.925.5300.913.11121.2111.71-0.650.418-1.710.58136.098-2.08-1.665.3052.291.64140.9861.95-0.810.193-2.030.75156.323-2.32-1.505.5302.621.47162.0160.540.031.223-0.43-0.28175.293-0.92-2.344.5001.012.50182.1870.360.161.394-0.18-0.40195.122-0.74-2.464.3290.772.63Kritik Ykleme: 11 - (G+Q-Dy-)MinTasarimN (t)5.530-5.530M1 (t.m)0.910.180.91M2 (t.m)3.110.123.11N-max (t)270.000N-max,d (t)225.000Beton rts =2.5 cmTarafsiz Eksen:Y =3.5cmAlfa =1.05oVe(1/2)=6.908 / 5.572tVc(1/2)=0.000 / 0.000tVr(1/2)=35.283 / 27.900t0.22 Fcd bw d =66.000tEtriye = 8/12-8As (Gerekli):%1.00 (min)15.00cm2As (Saglanan):%1.0315.39cm210146025S7 Kat: 1 (Bet.:C30 / elik:S420)Yklemeler (Kombinasyon): NoN (Alt)M1 (Alt)M2 (Alt)N (st)M1 (st)M2 (st)131.1850.48-0.9629.951-0.361.33230.7510.45-0.9629.517-0.311.34327.7980.47-0.7826.564-0.331.09430.9136.060.2630.032-3.140.05512.954-5.38-1.5912.0732.641.81632.8607.450.4831.979-3.87-0.17711.007-6.78-1.8110.1263.372.03820.6663.161.4019.784-2.02-0.84923.202-2.48-2.7322.3201.522.701019.1112.051.2218.230-1.44-0.661124.756-1.37-2.5623.8750.952.521226.5716.000.4225.778-3.08-0.17138.612-5.43-1.437.8192.711.591428.5187.400.6427.725-3.80-0.39156.665-6.83-1.655.8723.431.811616.3233.101.5615.530-1.96-1.061718.859-2.54-2.5718.0661.592.471814.7691.991.3813.975-1.38-0.881920.414-1.42-2.3919.6211.012.30Kritik Ykleme: 15 - (G-Dx-)MinTasarimN (t)6.665-6.665M1 (t.m)-6.83-0.22-6.83M2 (t.m)-1.65-0.15-1.65N-max (t)270.000N-max,d (t)225.000Beton rts =2.5 cmTarafsiz Eksen:Y =22.2cmAlfa =53.76oVe(1/2)=15.605 / 6.386tVc(1/2)=0.000 / 0.000tVr(1/2)=36.012 / 28.556t0.22 Fcd bw d =66.000tEtriye = 8/12-8As (Gerekli):%1.00 (min)15.00cm2As (Saglanan):%1.0315.39cm210146025

S7 Kat: 2 (Bet.:C30 / elik:S420)Yklemeler (Kombinasyon): NoN (Alt)M1 (Alt)M2 (Alt)N (st)M1 (st)M2 (st)119.9870.02-1.7718.753-0.221.64220.023-0.25-1.7518.790-0.031.62317.2030.35-1.5215.969-0.441.44418.8392.41-0.4417.958-2.950.3759.222-2.37-2.048.3412.641.93619.7193.02-0.2718.838-3.730.2078.343-2.98-2.217.4623.412.10812.8680.460.5411.987-1.02-0.55915.193-0.42-3.0214.3120.702.851012.172-0.030.4111.290-0.38-0.421115.8900.07-2.8915.0090.072.721215.8912.44-0.1715.098-2.950.13136.274-2.34-1.775.4812.641.701416.7703.040.0015.977-3.73-0.03155.394-2.95-1.944.6013.411.86169.9200.490.819.127-1.02-0.791712.245-0.39-2.7511.4520.702.61189.2230.000.688.430-0.38-0.651912.9420.10-2.6212.1490.072.48Kritik Ykleme: 15 - (G-Dx-)MinTasarimN (t)4.601-4.601M1 (t.m)3.410.153.41M2 (t.m)1.860.101.86N-max (t)270.000N-max,d (t)225.000Beton rts =2.5 cmTarafsiz Eksen:Y =6.4cmAlfa =9.06oVe(1/2)=6.062 / 5.415tVc(1/2)=0.000 / 0.000tVr(1/2)=35.665 / 28.243t0.22 Fcd bw d =66.000tEtriye = 8/12-8As (Gerekli):%1.00 (min)15.00cm2As (Saglanan):%1.0315.39cm210146025S7 Kat: 3 (Bet.:C30 / elik:S420)Yklemeler (Kombinasyon): NoN (Alt)M1 (Alt)M2 (Alt)N (st)M1 (st)M2 (st)18.8360.17-1.727.602-0.281.9128.8680.34-1.777.634-0.291.9437.001-0.01-1.325.768-0.231.4147.9271.26-0.927.046-2.180.9354.374-1.02-1.483.4921.791.7168.1441.36-0.767.263-2.540.7674.156-1.12-1.633.2752.151.8885.6140.760.014.732-1.00-0.2196.687-0.52-2.415.8060.602.85105.4490.70-0.114.568-0.72-0.08116.851-0.46-2.295.9700.332.72126.2981.24-0.595.505-2.140.53132.745-1.04-1.161.9521.831.31146.5161.35-0.445.722-2.500.36152.528-1.14-1.311.7342.191.48163.9850.740.333.192-0.95-0.61175.058-0.53-2.084.2650.652.45183.8210.680.223.027-0.68-0.48195.223-0.47-1.974.4300.372.32Kritik Ykleme: 9 - (G+Q-Dy+)MinTasarimN (t)5.806-5.806M1 (t.m)0.600.190.60M2 (t.m)2.850.132.85N-max (t)270.000N-max,d (t)225.000Beton rts =2.5 cmTarafsiz Eksen:Y =3.1cmAlfa =0.71oVe(1/2)=5.476 / 5.152tVc(1/2)=0.000 / 0.000tVr(1/2)=35.295 / 27.911t0.22 Fcd bw d =66.000tEtriye = 8/12-8As (Gerekli):%1.00 (min)15.00cm2As (Saglanan):%1.0315.39cm210146025

P1 Kat: 1 (Bet.:C30 / elik:S420 - Gvde:S420)Yklemeler (Kombinasyon): NoN (Alt)M1 (Alt)M2 (Alt)N (st)M1 (st)M2 (st)142.452-2.680.1737.838-4.18-1.33240.137-3.670.1135.524-5.45-1.21335.5550.590.1530.941-0.12-1.04426.93043.241.2323.63542.21-1.78532.070-46.66-1.0028.775-47.68-0.04627.58634.171.1724.29033.15-1.74731.415-37.59-0.9428.120-38.62-0.09835.0596.453.7131.7645.43-3.23923.941-9.87-3.4820.646-10.891.411034.53013.713.7631.23512.69-3.271124.470-17.14-3.5321.175-18.161.451218.79944.701.1715.83344.05-1.461323.939-45.20-1.0720.973-45.840.281419.45435.631.1116.48834.99-1.411523.284-36.13-1.0120.318-36.780.231626.9287.913.6423.9627.26-2.911715.810-8.41-3.5412.844-9.061.731826.39915.173.6923.43314.53-2.951916.339-15.68-3.5913.373-16.321.77Kritik Ykleme: 12 - (G+Dx+)MinTasarimN (t)15.833-15.833M1 (t.m)44.051.1244.05M2 (t.m)-1.46-0.36-1.46N-max (t)832.500N-max,d (t)693.750Beton rts =2.5 cmTarafsiz Eksen:Y =21.1cmAlfa =29.63oVe(1/2)=48.513 / 2.465tVc(1/2)=0.000 / 0.000tVr(1/2)=80.873 / 44.034t0.22 Fcd bw d =203.500t(Gv-Bas)= 8/16 - 8/10As (Gerekli):%0.25 (min)11.56cm2As (Saglanan):%0.8036.95cm2Hw/Lw = 3.08 (Hw= 570.00 cm)241418525P1 Kat: 2 (Bet.:C30 / elik:S420 - Gvde:S420)Yklemeler (Kombinasyon): NoN (Alt)M1 (Alt)M2 (Alt)N (st)M1 (st)M2 (st)120.2520.502.1815.639-2.97-2.52218.7980.112.0114.184-4.28-2.30317.2960.351.6912.683-1.07-2.04412.49245.262.409.19742.88-2.67515.653-44.640.5912.357-47.02-0.81612.82236.192.179.52633.81-2.45715.323-35.570.8212.027-37.95-1.03816.1218.474.0412.8266.09-4.42912.023-7.85-1.058.728-10.230.951015.85415.744.2212.55813.36-4.601112.291-15.11-1.238.996-17.501.12128.60344.921.885.63843.42-2.101311.764-44.970.078.798-46.48-0.23148.93335.861.655.96734.35-1.881511.434-35.910.308.469-37.41-0.461612.2338.133.529.2676.63-3.85178.135-8.19-1.565.169-9.691.521811.96515.403.718.99913.90-4.03198.402-15.45-1.755.437-16.951.70Kritik Ykleme: 12 - (G+Dx+)MinTasarimN (t)5.638-5.638M1 (t.m)43.420.4043.42M2 (t.m)-2.10-0.13-2.10N-max (t)832.500N-max,d (t)693.750Beton rts =2.5 cmTarafsiz Eksen:Y =23.5cmAlfa =39.26oVe(1/2)=26.779 / 3.097tVc(1/2)=0.000 / 0.000tVr(1/2)=80.873 / 43.304t0.22 Fcd bw d =203.500t(Gv-Bas)= 8/16 - 8/10As (Gerekli):%0.2712.30cm2As (Saglanan):%0.8036.95cm2Hw/Lw = 3.08 (Hw= 570.00 cm)241418525