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YAPAN:PROJE: Statik projeTARİH: 20.01.2010 REVİZYON:Hakan Şahin - ideYAPI Bilgisayar Destekli TasarımPERDE TASARIM EĞİLME MOMENTLERİPerde HwKatÜstPerde Majör MomentleriTasarım Eğilme Momentleri2.5.3.2HcrAlt EX1 EX2 EY1 EY2 EX1 EX2 EY1 EY2 Katsayı[tfm] [tfm] [tfm] [tfm] [tfm] [tfm] [tfm] [tfm]P01 Hw = 33.43 10. KAT Üst -5.36 -5.06 7.50 6.73 18.59 16.78 4.47 6.59 1.00Alt -84.86 -81.72 3.26 0.72 44.22 40.15 1.23 6.449. KAT Üst -51.89 -51.22 -4.97 -5.01 44.22 40.15 1.23 6.44 1.00Alt -53.79 -49.80 7.45 2.22 73.79 67.10 -2.51 6.278. KAT Üst -82.04 -77.33 2.93 -3.25 73.79 67.10 -2.51 6.27 1.00Alt -41.93 -37.83 9.47 4.01 103.35 94.06 -6.25 6.097. KAT Üst -87.56 -81.43 3.77 -4.40 103.35 94.06 -6.25 6.09 1.00Alt -25.22 -22.58 8.78 5.32 132.92 121.02 -9.99 5.926. KAT Üst -85.91 -80.03 2.19 -5.67 132.92 121.02 -9.99 5.92 1.00Alt -5.22 -4.01 8.44 6.88 162.49 147.98 -13.73 5.745. KAT Üst -77.91 -72.57 0.74 -6.40 162.49 147.98 -13.73 5.74 1.00Alt 11.00 11.42 9.06 8.57 192.06 174.94 -17.47 5.574. KAT Üst -71.94 -66.61 0.42 -6.73 192.06 174.94 -17.47 5.57 1.00Alt 32.36 31.63 9.57 10.61 221.63 201.90 -21.21 5.393. KAT Üst -60.39 -55.27 0.45 -6.42 221.63 201.90 -21.21 5.39 1.00Alt 58.63 56.18 9.50 12.85 251.20 228.86 -24.95 5.222. KAT Üst -43.00 -38.47 -0.06 -6.16 251.20 228.86 -24.95 5.22 1.00Alt 91.18 86.37 12.22 18.75 280.77 255.82 -28.69 5.04Hcr = 5.10 1. KAT Üst -18.99 -14.82 -2.50 -8.12 280.77 255.82 -28.69 5.04 1.00Alt 131.17 122.80 8.57 19.90 324.14 295.36 -34.17 4.79ZEMİN KAT-RD2 Üst -3.73 1.72 -12.23 -19.60 324.14 295.36 -34.17 4.79 1.00Alt 324.14 295.36 -34.17 4.79 324.14 295.36 -34.17 4.791. BODRUM Üst 232.93 211.95 -36.38 -8.01 324.14 295.36 -34.17 4.79 1.00Alt 97.34 93.78 -6.28 -1.36 324.14 295.36 -34.17 4.79P03 Hw = 33.43 10. KAT Üst 6.16 6.32 13.73 14.09 83.92 89.27 15.89 9.17 1.00Alt 98.46 96.17 13.99 15.17 121.44 129.29 16.93 6.809. KAT Üst 328.53 344.38 -21.05 -43.71 121.44 129.29 16.93 6.80 1.00Alt -146.02 -163.01 2.64 26.19 233.99 249.36 20.06 -0.318. KAT Üst -293.28 -296.48 30.58 34.64 233.99 249.36 20.06 -0.31 1.00Alt -144.23 -145.18 29.68 30.71 314.38 335.12 22.30 -5.397. KAT Üst -286.20 -300.37 1.54 20.79 314.38 335.12 22.30 -5.39 1.00Alt -69.78 -71.90 22.12 24.87 394.78 420.88 24.53 -10.486. KAT Üst -287.85 -302.14 -6.60 12.74 394.78 420.88 24.53 -10.48 1.00Alt 6.64 7.73 22.33 20.74 475.18 506.64 26.77 -15.565. KAT Üst -272.61 -286.32 -8.81 9.70 475.18 506.64 26.77 -15.56 1.00Alt 77.43 81.11 26.39 21.29 555.57 592.40 29.00 -20.644. KAT Üst -256.31 -270.06 -9.54 9.01 555.57 592.40 29.00 -20.64 1.00Alt 163.18 170.20 35.12 25.53 635.97 678.16 31.24 -25.723. KAT Üst -222.44 -235.90 -12.88 5.28 635.97 678.16 31.24 -25.72 1.00Alt 264.28 275.66 44.88 29.41 716.36 763.93 33.47 -30.802. KAT Üst -166.26 -178.49 -22.77 -6.28 716.36 763.93 33.47 -30.80 1.00Alt 387.38 404.81 52.10 28.46 796.76 849.69 35.71 -35.89Hcr = 5.57 1. KAT Üst -83.20 -95.64 -40.70 -23.93 796.76 849.69 35.71 -35.89 1.00Alt 545.90 572.88 66.58 30.04 902.03 961.99 38.64 -42.54ZEMİN KAT-RD2 Üst -8.32 -27.91 -102.94 -76.43 902.03 961.99 38.64 -42.54 1.00Alt 902.03 961.99 38.64 -42.54 902.03 961.99 38.64 -42.541. BODRUM Üst 663.32 702.09 -47.42 -99.83 902.03 961.99 38.64 -42.54 1.00Sayfa : 4
PROJE:Statik projePERDE TASARIM EĞİLME MOMENTLERİPerde HwKatÜstPerde Majör MomentleriTasarım Eğilme Momentleri2.5.3.2HcrAlt EX1 EX2 EY1 EY2 EX1 EX2 EY1 EY2 Katsayı[tfm] [tfm] [tfm] [tfm] [tfm] [tfm] [tfm] [tfm]Alt 442.13 458.73 -19.07 -41.78 902.03 961.99 38.64 -42.54P07 Hw = 2.67 1. BODRUM Üst -26.41 -24.18 2.58 -0.57 -26.41 -24.18 2.58 -0.57 1.66Hcr = 3.30 Alt 140.32 126.80 -14.45 4.54 140.32 126.80 -14.45 4.54Sayfa : 5
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