ANALiZ SONRASI TASARIM KONTROLLERI RAPORU KOLONLARIN KIRISLERDEN DAHA GUCLU OLMASI KOSULU KONTROLU ======================================================== HESABA KATILAN YUKLEMELER: Deprem Etki Yonu: 1 (X-Ekseni ile 0.000 derece) No Yukleme --- ---------------- 4 G+Q+Dx+ 5 G+Q-Dx+ 6 G+Q+Dx- 7 G+Q-Dx- 8 G+Q+Dy+ 9 G+Q-Dy+ 10 G+Q+Dy- 11 G+Q-Dy- 12 G+Dx+ 13 G-Dx+ 14 G+Dx- 15 G-Dx- 16 G+Dy+ 17 G-Dy+ 18 G+Dy- 19 G-Dy- NOTASYON: N : Moment Kapasitesini en kucuk yapan eksenel yuk Mr(+): Depremin Pozitif Yonu icin Tasima Gucu Momenti Mr(-): Depremin Negatif Yonu icin Tasima Gucu Momenti V : Aks dogrultusunda hesaplanan eleman kesme kuvveti V1 : Ilgili deprem dogrultusundaki eleman kesme kuvveti bileseni Vs : Kuvvetli kolon sarti saglanan dugumlerdeki toplam kesme kuvveti Vk : Kattaki toplam kesme kuvveti (Ilgili deprem dogrultusunda) Kat: 1 (Deprem Etki Yonu: 1 ) ----------------------------------- Aks:A S1 Eleman N Mr(+) Mr(-) V V1 Yon:0d (25/60) -------------- ---------- ---------- ---------- ---------- ---------- | S1 -Kat:2 -0.551 5.70 5.70 K101 -+ S1 -Kat:1 -1.624 5.61 5.61 0.726 0.726 (25/50) | K101 - 5.68 5.68 S1 --- (25/60) Kolonlarin Eksenel Yukleri < 0.1 x Ac x Fck (TAMAM) Aks:B2 S2 Eleman N Mr(+) Mr(-) V V1 Yon:0d (25/90) -------------- ---------- ---------- ---------- ---------- ---------- | S2 -Kat:2 10.538 9.91 9.91 +- K115 S2 -Kat:1 23.386 11.00 11.00 2.371 2.371 | (25/50) --- S2 K115 - 5.77 10.49 (25/90) Kolonlarin Eksenel Yukleri < 0.1 x Ac x Fck (TAMAM) Aks:B S3 Eleman N Mr(+) Mr(-) V V1 Yon:0d (25/60) -------------- ---------- ---------- ---------- ---------- ---------- | S3 -Kat:2 14.754 7.03 7.03 K102 -+- K103 S3 -Kat:1 30.105 8.31 8.31 1.331 1.331 (40/36) | (40/36) K102 - 8.89 5.40 S3 K103 - 5.40 8.89 (25/60) Kolonlarin Eksenel Yukleri < 0.1 x Ac x Fck (TAMAM) Aks:B S4 Eleman N Mr(+) Mr(-) V V1 Yon:0d (25/60) -------------- ---------- ---------- ---------- ---------- ---------- | S4 -Kat:2 10.350 6.65 6.65 K103 -+ S4 -Kat:1 19.271 7.41 7.41 0.792 0.792 (40/36) | K103 - 6.49 5.33 S4 --- (25/60) Kolonlarin Eksenel Yukleri < 0.1 x Ac x Fck (TAMAM) Aks:C S5 Eleman N Mr(+) Mr(-) V V1 Yon:0d (60/25) -------------- ---------- ---------- ---------- ---------- ---------- | S5 -Kat:2 4.294 16.33 16.33 +- K104 S5 -Kat:1 10.290 17.62 17.62 4.175 4.175 | (25/50) --- S5 K104 - 5.72 9.25 (60/25) Kolonlarin Eksenel Yukleri < 0.1 x Ac x Fck (TAMAM) Aks:C S6 Eleman N Mr(+) Mr(-) V V1 Yon:0d (60/25) -------------- ---------- ---------- ---------- ---------- ---------- | S6 -Kat:2 6.565 16.84 16.84 K104 -+- K105 S6 -Kat:1 11.727 17.91 17.91 6.554 6.554 (25/50) | (25/50) K104 - 7.44 7.44 S6 K105 - 7.44 7.44 (60/25) Kolonlarin Eksenel Yukleri < 0.1 x Ac x Fck (TAMAM) Aks:C S7 Eleman N Mr(+) Mr(-) V V1 Yon:0d (60/25) -------------- ---------- ---------- ---------- ---------- ---------- | S7 -Kat:2 5.257 16.55 16.55 K105 -+ S7 -Kat:1 5.782 16.67 16.67 4.797 4.797 (25/50) | K105 - 7.46 5.70 S7 --- (60/25) Kolonlarin Eksenel Yukleri < 0.1 x Ac x Fck (TAMAM) Aks:A P1 Eleman N Mr(+) Mr(-) V V1 Yon:0d (185/25) -------------- ---------- ---------- ---------- ---------- ---------- | P1 -Kat:2 8.025 76.30 76.30 K115 -+- K101 P1 -Kat:1 12.641 79.74 79.74 14.662 14.662 (25/50) | (25/50) K115 - 7.46 5.70 P1 K101 - 5.68 5.68 (185/25) Kolonlarin Eksenel Yukleri < 0.1 x Ac x Fck (TAMAM) D.Noktasi V --------- -------- 1.Kat Toplami (Yon: 1) = 8 35.41 Kuvvetli Kolon Kosulu Kontrol Edilen = 8 Kuvvetli Kolon Kosulu Saglanan = 8 35.41 Kuvvetli Kolon Kosulu Saglanma Orani (Vs/Vk) = % 100.0 > % 70.0 (TAMAM) Kat: 2 (Deprem Etki Yonu: 1 ) ----------------------------------- Aks:B S3 Eleman N Mr(+) Mr(-) V V1 Yon:0d (25/60) -------------- ---------- ---------- ---------- ---------- ---------- | S3 -Kat:3 2.759 5.99 5.99 K202 -+- K203 S3 -Kat:2 13.961 6.96 6.96 1.533 1.533 (25/50) | (25/50) K202 - 7.46 5.70 S3 K203 - 5.70 7.46 (25/60) Kolonlarin Eksenel Yukleri < 0.1 x Ac x Fck (TAMAM) Aks:B S4 Eleman N Mr(+) Mr(-) V V1 Yon:0d (25/60) -------------- ---------- ---------- ---------- ---------- ---------- | S4 -Kat:3 2.802 5.99 5.99 K203 -+ S4 -Kat:2 9.557 6.58 6.58 0.880 0.880 (25/50) | K203 - 5.68 5.68 S4 --- (25/60) Kolonlarin Eksenel Yukleri < 0.1 x Ac x Fck (TAMAM) Aks:C S6 Eleman N Mr(+) Mr(-) V V1 Yon:0d (60/25) -------------- ---------- ---------- ---------- ---------- ---------- | S6 -Kat:3 0.942 15.56 15.56 K204 -+- K205 S6 -Kat:2 5.772 16.66 16.66 5.311 5.311 (25/50) | (25/50) K204 - 7.46 5.70 S6 K205 - 5.70 7.46 (60/25) Kolonlarin Eksenel Yukleri < 0.1 x Ac x Fck (TAMAM) Aks:C S7 Eleman N Mr(+) Mr(-) V V1 Yon:0d (60/25) -------------- ---------- ---------- ---------- ---------- ---------- | S7 -Kat:3 2.489 15.92 15.92 K205 -+ S7 -Kat:2 4.464 16.37 16.37 2.859 2.859 (25/50) | K205 - 5.68 5.68 S7 --- (60/25) Kolonlarin Eksenel Yukleri < 0.1 x Ac x Fck (TAMAM) D.Noktasi V --------- -------- 2.Kat Toplami (Yon: 1) = 4 10.58 Kuvvetli Kolon Kosulu Kontrol Edilen = 4 Kuvvetli Kolon Kosulu Saglanan = 4 10.58 Kuvvetli Kolon Kosulu Saglanma Orani (Vs/Vk) = % 100.0 > % 70.0 (TAMAM) KOLONLARIN KIRISLERDEN DAHA GUCLU OLMASI KOSULU KONTROLU ======================================================== HESABA KATILAN YUKLEMELER: Deprem Etki Yonu: 2 (X-Ekseni ile 90.000 derece) No Yukleme --- ---------------- 4 G+Q+Dx+ 5 G+Q-Dx+ 6 G+Q+Dx- 7 G+Q-Dx- 8 G+Q+Dy+ 9 G+Q-Dy+ 10 G+Q+Dy- 11 G+Q-Dy- 12 G+Dx+ 13 G-Dx+ 14 G+Dx- 15 G-Dx- 16 G+Dy+ 17 G-Dy+ 18 G+Dy- 19 G-Dy- NOTASYON: N : Moment Kapasitesini en kucuk yapan eksenel yuk Mr(+): Depremin Pozitif Yonu icin Tasima Gucu Momenti Mr(-): Depremin Negatif Yonu icin Tasima Gucu Momenti V : Aks dogrultusunda hesaplanan eleman kesme kuvveti V1 : Ilgili deprem dogrultusundaki eleman kesme kuvveti bileseni Vs : Kuvvetli kolon sarti saglanan dugumlerdeki toplam kesme kuvveti Vk : Kattaki toplam kesme kuvveti (Ilgili deprem dogrultusunda) Kat: 1 (Deprem Etki Yonu: 2 ) ----------------------------------- Aks:3 S1 Eleman N Mr(+) Mr(-) V V1 Yon:90d (60/25) -------------- ---------- ---------- ---------- ---------- ---------- | S1 -Kat:2 -0.551 15.21 15.21 K123 -+ S1 -Kat:1 -1.624 14.96 14.96 4.367 4.367 (25/50) | K123 - 7.44 7.44 S1 --- (60/25) Kolonlarin Eksenel Yukleri < 0.1 x Ac x Fck (TAMAM) Aks:1 S2 Eleman N Mr(+) Mr(-) V V1 Yon:90d (90/25) -------------- ---------- ---------- ---------- ---------- ---------- | S2 -Kat:2 10.538 39.14 39.14 K114 -+ S2 -Kat:1 23.386 42.50 42.50 9.688 9.688 (25/50) | K114 - 12.59 6.93 S2 --- (90/25) Kolonlarin Eksenel Yukleri < 0.1 x Ac x Fck (TAMAM) Aks:2 S3 Eleman N Mr(+) Mr(-) V V1 Yon:90d (60/25) -------------- ---------- ---------- ---------- ---------- ---------- | S3 -Kat:2 14.754 18.51 18.51 K118 -+- K119 S3 -Kat:1 30.105 20.77 20.77 5.242 5.242 (25/50) | (25/50) K118 - 9.25 5.72 S3 K119 - 5.72 9.25 (60/25) Kolonlarin Eksenel Yukleri < 0.1 x Ac x Fck (TAMAM) Aks:3 S4 Eleman N Mr(+) Mr(-) V V1 Yon:90d (60/25) -------------- ---------- ---------- ---------- ---------- ---------- | S4 -Kat:2 10.350 17.63 17.63 K122 -+- K123 S4 -Kat:1 19.271 19.23 19.23 6.238 6.238 (25/50) | (25/50) K122 - 9.25 5.72 S4 K123 - 5.72 9.25 (60/25) Kolonlarin Eksenel Yukleri < 0.1 x Ac x Fck (TAMAM) Aks:1 S5 Eleman N Mr(+) Mr(-) V V1 Yon:90d (25/60) -------------- ---------- ---------- ---------- ---------- ---------- | S5 -Kat:2 4.294 6.12 6.12 +- K114 S5 -Kat:1 10.290 6.65 6.65 2.978 2.978 | (25/50) --- S5 K114 - 6.92 6.41 (25/60) Kolonlarin Eksenel Yukleri < 0.1 x Ac x Fck (TAMAM) Aks:2 S6 Eleman N Mr(+) Mr(-) V V1 Yon:90d (25/60) -------------- ---------- ---------- ---------- ---------- ---------- | S6 -Kat:2 6.565 6.32 6.32 +- K118 S6 -Kat:1 11.727 6.77 6.77 2.206 2.206 | (25/50) --- S6 K118 - 5.70 7.46 (25/60) Kolonlarin Eksenel Yukleri < 0.1 x Ac x Fck (TAMAM) Aks:3 S7 Eleman N Mr(+) Mr(-) V V1 Yon:90d (25/60) -------------- ---------- ---------- ---------- ---------- ---------- | S7 -Kat:2 5.257 6.21 6.21 +- K122 S7 -Kat:1 5.782 6.26 6.26 2.250 2.250 | (25/50) --- S7 K122 - 5.70 7.46 (25/60) Kolonlarin Eksenel Yukleri < 0.1 x Ac x Fck (TAMAM) D.Noktasi V --------- -------- 1.Kat Toplami (Yon: 2) = 7 32.97 Kuvvetli Kolon Kosulu Kontrol Edilen = 7 Kuvvetli Kolon Kosulu Saglanan = 7 32.97 Kuvvetli Kolon Kosulu Saglanma Orani (Vs/Vk) = % 100.0 > % 70.0 (TAMAM) Kat: 2 (Deprem Etki Yonu: 2 ) ----------------------------------- Aks:2 S3 Eleman N Mr(+) Mr(-) V V1 Yon:90d (60/25) -------------- ---------- ---------- ---------- ---------- ---------- | S3 -Kat:3 2.759 15.98 15.98 K218 -+- K219 S3 -Kat:2 13.961 18.36 18.36 5.118 5.118 (25/50) | (25/50) K218 - 9.25 5.72 S3 K219 - 5.72 9.25 (60/25) Kolonlarin Eksenel Yukleri < 0.1 x Ac x Fck (TAMAM) Aks:3 S4 Eleman N Mr(+) Mr(-) V V1 Yon:90d (60/25) -------------- ---------- ---------- ---------- ---------- ---------- | S4 -Kat:3 2.802 15.99 15.99 K222 -+- K223 S4 -Kat:2 9.557 17.47 17.47 5.416 5.416 (25/50) | (25/50) K222 - 7.46 5.70 S4 K223 - 5.70 7.46 (60/25) Kolonlarin Eksenel Yukleri < 0.1 x Ac x Fck (TAMAM) Aks:2 S6 Eleman N Mr(+) Mr(-) V V1 Yon:90d (25/60) -------------- ---------- ---------- ---------- ---------- ---------- | S6 -Kat:3 0.942 5.83 5.83 +- K218 S6 -Kat:2 5.772 6.26 6.26 2.902 2.902 | (25/50) --- S6 K218 - 5.70 7.46 (25/60) Kolonlarin Eksenel Yukleri < 0.1 x Ac x Fck (TAMAM) Aks:3 S7 Eleman N Mr(+) Mr(-) V V1 Yon:90d (25/60) -------------- ---------- ---------- ---------- ---------- ---------- | S7 -Kat:3 2.489 5.97 5.97 +- K222 S7 -Kat:2 4.464 6.14 6.14 2.522 2.522 | (25/50) --- S7 K222 - 5.70 7.46 (25/60) Kolonlarin Eksenel Yukleri < 0.1 x Ac x Fck (TAMAM) D.Noktasi V --------- -------- 2.Kat Toplami (Yon: 2) = 4 15.96 Kuvvetli Kolon Kosulu Kontrol Edilen = 4 Kuvvetli Kolon Kosulu Saglanan = 4 15.96 Kuvvetli Kolon Kosulu Saglanma Orani (Vs/Vk) = % 100.0 > % 70.0 (TAMAM) KOLON-KIRIS BIRLESIM BOLGELERI KESME GUVENLIGI KONTROLU: ========================================================= Ve = 1.25 Fyk (As1 + As2) - Vkol Vkol = min(Va, Vu) Ve-max = 0.60 bj h Fcd (Kusatilmis) = 0.45 bj h Fcd (Kusatilmamis) DEPREM ETKI YONU: 1 (X-Ekseni ile 0.000 derece) ------------------- Kat Kolon bj Va/Vu Kusatilmis Kiris bw Msnt As-st As-Alt --- ------- ---------- ---------- ---------- -------- ---------- ---- ---------- ---------- 1 S1 25.0 0.726 -HAYIR- K101 25.0 J 3.39 3.39 2 S1 1.269 Ve = 17.087 < 56.250 2 S1 25.0 1.269 -HAYIR- K201 25.0 J 3.39 3.39 Ve = 17.813 < 56.250 1 S2 50.0 2.371 -HAYIR- K102 40.0 I 5.65 4.52 2 S2 3.210 K115 25.0 I 6.47 3.39 Ve = 61.293 < 112.500 2 S2 25.0 3.210 -HAYIR- K202 25.0 I 3.39 3.39 K215 40.0 I 6.79 4.52 Ve = 53.438 < 56.250 1 S3 50.0 1.331 -HAYIR- K102 40.0 J 7.92 4.52 2 S3 1.533 K103 40.0 I 7.92 4.52 Ve = 63.983 < 112.500 2 S3 25.0 1.533 -HAYIR- K202 25.0 J 4.52 3.39 3 S3 1.644 K203 25.0 I 4.52 3.39 Ve = 40.030 < 56.250 3 S3 25.0 1.644 -HAYIR- K304 25.0 I 3.39 3.39 Ve = 17.813 < 56.250 1 S4 50.0 0.792 -HAYIR- K103 40.0 J 5.65 4.52 2 S4 0.880 Ve = 28.896 < 112.500 2 S4 25.0 0.880 -HAYIR- K203 25.0 J 3.39 3.39 3 S4 1.628 Ve = 16.933 < 56.250 3 S4 25.0 1.628 -HAYIR- K304 25.0 J 3.39 3.39 Ve = 17.813 < 56.250 1 S5 25.0 4.175 -HAYIR- K104 25.0 I 5.65 3.39 2 S5 2.662 Ve = 27.026 < 135.000 2 S5 25.0 2.662 -HAYIR- K204 25.0 I 4.52 3.39 Ve = 23.750 < 135.000 1 S6 25.0 6.554 -HAYIR- K104 25.0 J 4.52 4.52 2 S6 5.311 K105 25.0 I 4.52 4.52 Ve = 42.190 < 135.000 2 S6 25.0 5.311 -HAYIR- K204 25.0 J 4.52 3.39 3 S6 2.254 K205 25.0 I 4.52 3.39 Ve = 39.309 < 135.000 3 S6 25.0 2.254 -HAYIR- K305 25.0 I 3.39 3.39 Ve = 17.813 < 135.000 1 S7 25.0 4.797 -HAYIR- K105 25.0 J 4.52 3.39 2 S7 2.859 Ve = 20.891 < 135.000 2 S7 25.0 2.859 -HAYIR- K205 25.0 J 3.39 3.39 3 S7 1.576 Ve = 16.237 < 135.000 3 S7 25.0 1.576 -HAYIR- K305 25.0 J 3.39 3.39 Ve = 17.813 < 135.000 KOLON-KIRIS BIRLESIM BOLGELERI KESME GUVENLIGI KONTROLU: ========================================================= Ve = 1.25 Fyk (As1 + As2) - Vkol Vkol = min(Va, Vu) Ve-max = 0.60 bj h Fcd (Kusatilmis) = 0.45 bj h Fcd (Kusatilmamis) DEPREM ETKI YONU: 2 (X-Ekseni ile 90.000 derece) ------------------- Kat Kolon bj Va/Vu Kusatilmis Kiris bw Msnt As-st As-Alt --- ------- ---------- ---------- ---------- -------- ---------- ---- ---------- ---------- 1 S1 25.0 4.367 -HAYIR- K123 25.0 J 4.52 4.52 2 S1 3.565 Ve = 20.185 < 135.000 2 S1 25.0 3.565 -HAYIR- K223 25.0 J 3.39 3.39 Ve = 17.813 < 135.000 1 S2 25.0 9.688 -HAYIR- K114 25.0 J 7.82 4.21 2 S2 3.138 Ve = 37.930 < 202.500 1 S3 25.0 5.242 -HAYIR- K118 25.0 J 5.65 3.39 2 S3 5.118 K119 25.0 I 5.65 3.39 Ve = 42.383 < 135.000 2 S3 25.0 5.118 -HAYIR- K218 25.0 J 5.65 3.39 3 S3 3.172 K219 25.0 I 5.65 3.39 Ve = 44.329 < 135.000 3 S3 25.0 3.172 -HAYIR- K318 25.0 J 3.39 3.39 Ve = 17.813 < 135.000 1 S4 25.0 6.238 -HAYIR- K122 25.0 J 5.65 3.39 2 S4 5.416 K123 25.0 I 5.65 3.39 Ve = 42.085 < 135.000 2 S4 25.0 5.416 -HAYIR- K222 25.0 J 4.52 3.39 3 S4 3.046 K223 25.0 I 4.52 3.39 Ve = 38.518 < 135.000 3 S4 25.0 3.046 -HAYIR- K322 25.0 J 3.39 3.39 Ve = 17.813 < 135.000 1 S5 25.0 2.978 -HAYIR- K114 25.0 I 3.80 4.21 2 S5 0.465 Ve = 21.636 < 56.250 1 S6 45.0 2.206 -HAYIR- K118 25.0 I 4.52 3.39 2 S6 2.902 Ve = 21.545 < 101.250 2 S6 45.0 2.902 -HAYIR- K218 25.0 I 4.52 3.39 3 S6 2.492 Ve = 21.259 < 101.250 3 S6 45.0 2.492 -HAYIR- K318 25.0 I 3.39 3.39 Ve = 17.813 < 101.250 1 S7 25.0 2.250 -HAYIR- K122 25.0 I 4.52 3.39 2 S7 2.522 Ve = 21.501 < 56.250 2 S7 25.0 2.522 -HAYIR- K222 25.0 I 4.52 3.39 3 S7 2.164 Ve = 21.586 < 56.250 3 S7 25.0 2.164 -HAYIR- K322 25.0 I 3.39 3.39 Ve = 17.813 < 56.250