KAT OTELENME VE KOLON FLAMBAJ RAPORU

K O L O N N A R I N L I K H E S A P L A R I===============================================

h = Kat Yuksekligi d-Delta = Ortalama Greli Kat Otelenmesi d-Delta=d(i)-d(i-1) T:Nd = Kritik Kombinasyonda Hesaplanan Tasarim Eksenel Kuvvetleri Toplami Cmb = En buyuk Q degerinin hesaplandigi kritik kombinasyon T:Vf = Kritik Kombinasyonda Hesaplanan Kesme Kuvvetleri Toplami T:Nk = Kattaki Tum Dusey Elemanlarin Burkulma Yuklerinin Toplami Beta-s = Kat'in Moment Buyutme Katsayisi Q = Yanal Otelenme Kontrolu Katsayisi Q=1.5(d-Delta)(T:Nd / Lc)/(Vf)

Yn: 1 - YANAL OTELENME KONTROLU---------------------------------

Kat h d-Delta T:Nd T:Vf Cmb Nk Beta-s Q Otelenme (cm) (mm) (t) (t) (t)------ ---------- ----------- ---------- ---------- --- ---------- ----- ---------------- ------------ 1 285.00 0.60 227.910 28.481 6 1.413E+05 1.002 0.002542 < 0.05 Onlenmis 2 285.00 0.75 115.104 19.901 6 1.399E+05 1.001 0.002275 < 0.05 Onlenmis 3 285.00 1.02 23.148 5.881 6 14672.935 1.002 0.002117 < 0.05 Onlenmis

Yn: 2 - YANAL OTELENME KONTROLU---------------------------------

Kat h d-Delta T:Nd T:Vf Cmb Nk Beta-s Q Otelenme (cm) (mm) (t) (t) (t)------ ---------- ----------- ---------- ---------- --- ---------- ----- ---------------- ------------ 1 285.00 0.90 227.910 28.481 10 52042.341 1.006 0.003779 < 0.05 Onlenmis 2 285.00 1.19 115.104 19.901 10 35924.173 1.004 0.003623 < 0.05 Onlenmis 3 285.00 0.87 23.148 5.881 8 14224.503 1.002 0.001808 < 0.05 Onlenmis

MOMENT BUYUTME KATSAYILARI HESABI---------------------------------

Lx, Ly = X ve Y Dogrultusunda Net Kolon Boylari Nd = Kolonun Tasarim Eksenel Kuvveti Rm = Sunme Katsayisi (Ngd/Nd) A-alt, A-ust = Kolon Ucu Donmesi Engelleme Katsayilari k = Kolon Etkili Boyu Katsayisi (// = Yanal Otelenmesi Onlenmemis) Cm = Burkulmada Moment Katsayisi Ncr = Kolon Burkulma Yuku Lk = Kolon Etkili (Burkulma) Boyu i = Eylemsizlik Yaricapi Beta = Moment Buyutme Katsayisi

Kolon Kat b/h Lx/Ly Nd / Rm G-Alt G-st k Cm Ncr Beta Lk/i (cm) (cm) (t) (t) ------- ---- -------- -------- ---------- --------- --------- -------- ----- ---------- ------ --------

S1 1 X 25.0 235.0 14.864 1.000E+00 1.179E+00 0.81 X 0.85 1445.634 1.000 26 > 23 Y 60.0 235.0 0.88/0.88 1.000E+00 9.459E+00 0.90 X - 6727.230 1.000 12 < 27

S1 2 X 25.0 235.0 7.393 1.179E+00 5.895E-01 0.79 X 0.40 1592.418 1.000 26 > 22 Y 60.0 235.0 0.79/0.79 9.459E+00 4.729E+00 1.00 X - 5701.589 1.000 14 < 24

S2 1 X 25.0 235.0 59.561 1.000E+00 1.786E+00 0.84 X 0.40 2206.282 1.000 27 > 23 Y 90.0 235.0 0.71/0.71 1.000E+00 1.000E+01 0.90 X - 24865.239 1.000 8 < 28

S2 2 X 25.0 235.0 24.315 1.786E+00 1.348E-01 0.80 X 0.40 2395.961 1.000 26 > 22 Y 90.0 285.0 0.75/0.75 1.000E+01 1.000E+01 1.00 X - 13377.556 1.000 11 < 23

S3 1 X 25.0 249.0 63.374 1.000E+00 1.256E+00 0.81 X 0.57 1322.396 1.000 28 > 22 Y 60.0 235.0 0.81/0.81 1.000E+00 5.169E+00 0.90 X - 6974.991 1.000 12 < 22

S3 2 X 25.0 235.0 32.707 1.256E+00 7.502E-01 0.80 X 0.45 1549.150 1.000 26 > 22 Y 60.0 235.0 0.79/0.79 5.169E+00 5.169E+00 1.00 X - 5715.434 1.000 14 < 22

S3 3 X 25.0 235.0 7.934 7.502E-01 5.895E-01 0.77 X 0.40 1691.829 1.000 25 > 22 Y 60.0 235.0 0.78/0.78 5.169E+00 5.699E+00 1.00 X - 5732.623 1.000 14 < 22

S4 1 X 25.0 249.0 42.203 1.000E+00 1.974E+00 0.85 X 0.40 1187.959 1.000 29 > 22 Y 60.0 235.0 0.85/0.85 1.000E+00 5.169E+00 0.90 X - 6831.517 1.000 12 < 22

S4 2 X 25.0 235.0 24.792 1.974E+00 1.179E+00 0.86 X 0.40 1320.358 1.000 28 > 22 Y 60.0 235.0 0.83/0.83 5.169E+00 5.169E+00 1.00 X - 5594.208 1.000 14 < 23

S4 3 X 25.0 235.0 9.416 1.179E+00 5.895E-01 0.79 X 0.40 1605.440 1.000 26 > 22 Y 60.0 235.0 0.78/0.78 5.169E+00 5.699E+00 1.00 X - 5748.213 1.000 14 < 23

S5 1 X 60.0 235.0 33.295 1.000E+00 1.000E+01 0.90 X - 7250.790 1.000 12 < 24 Y 25.0 235.0 0.74/0.74 1.000E+00 1.979E+00 0.85 X 0.40 1414.772 1.000 28 > 23

S5 2 X 60.0 235.0 13.149 1.000E+01 5.502E-01 0.88 X - 7520.743 1.000 12 < 24 Y 25.0 285.0 0.77/0.77 1.979E+00 9.747E-01 0.85 X 0.83 951.312 1.000 33 > 23

S6 1 X 60.0 235.0 40.296 1.000E+00 4.321E+00 0.90 X - 6858.195 1.000 12 < 23 Y 25.0 235.0 0.84/0.84 1.000E+00 1.979E+00 0.85 X 0.40 1338.169 1.000 28 > 22

S6 2 X 60.0 235.0 22.667 4.321E+00 4.321E+00 1.00 X - 5623.062 1.000 14 < 22 Y 25.0 235.0 0.82/0.82 1.979E+00 1.979E+00 0.90 X 0.40 1210.876 1.000 29 > 22

S6 3 X 60.0 235.0 7.097 4.321E+00 3.395E+00 1.00 X - 5679.923 1.000 14 < 22 Y 25.0 235.0 0.8/0.8 1.979E+00 9.895E-01 0.85 X 0.40 1369.926 1.000 28 > 22

S7 1 X 60.0 235.0 31.185 1.000E+00 6.791E+00 0.90 X - 6726.688 1.000 12 < 25 Y 25.0 235.0 0.88/0.88 1.000E+00 1.979E+00 0.85 X 0.40 1312.509 1.000 28 > 22

S7 2 X 60.0 235.0 19.987 6.791E+00 6.791E+00 1.00 X - 5492.346 1.000 14 < 23 Y 25.0 235.0 0.86/0.86 1.979E+00 1.979E+00 0.90 X 0.40 1182.727 1.000 29 > 22

S7 3 X 60.0 235.0 8.836 6.791E+00 3.395E+00 1.00 X - 5695.744 1.000 14 < 22 Y 25.0 235.0 0.8/0.8 1.979E+00 9.895E-01 0.85 X 0.40 1373.742 1.000 28 > 22

P1 1 X 185.0 285.0 42.452 1.000E+00 1.000E+01 1.00 X - 1.143E+05 1.000 Y 25.0 285.0 0.78/0.78 1.000E+00 5.063E+00 0.90 X 0.40 2577.915 1.000 36 > 24

P1 2 X 185.0 285.0 20.252 1.000E+01 1.000E+01 1.00 X - 1.144E+05 1.000 Y 25.0 285.0 0.78/0.78 5.063E+00 2.532E+00 0.98 X 0.40 2190.472 1.000 39 > 22