ANALiZ ONCESI KONTROL RAPORU

BINA BILGILERI==============

Kat Adedi = 3 Etkin Kat Adedi = 3 Rijit Bodrum Kat Adedi = 0

Kat Yuksekligi Kat Kotu Kat No Etiket (cm) (cm) --------------- --------- --------------- --------------- 3. Kat 300 285.00 935.00 2. Kat 200 285.00 650.00 1. Kat 100 285.00 365.00 --------------- --------- --------------- ---------------

Analiz Tipi = Esdeger Statik Deprem Analizi

Kat Serbestlik Derecesi = XY ve Donme Birlesimlerdeki Rijit Bolgeler = AZALTILMAYACAK

Kullanilan Deprem Yonetmeligi = TDY 2007

Deprem Bolgesi = 1. Bolge Etkin Yer Ivmesi Katsayisi (Ao) = 0.40 Tasiyici Sistem Tipi = 1.4 Tasiyici Sistem = Deprem Yuklerinin Tamaminin Cerceveler ile Bosluksuz ve/veya Bag Kirisli (Bosluklu) Perdeler Tarafindan Tasindigi Binalar

T.S.Davranis Katsayisi (R) = 7.0 Sneklik Dzeyi = YUKSEK

Bina Kullanim Amaci ve Turu = Konut Yatay Yuk Dismerkezligi (%) = 5.0 Hareketli Yuk Katilim Kats. (n) = 0.30

Deprem Spektrumu Ozellikleri: ----------------------------- Yerel Zemin Sinifi = Z2 Spektrum Karakteristik Periyotlari - Ta = 0.15 s - Tb = 0.40 s

TDY Tepki Spektrumu; Blge = 1. Bolge; Zemin = Z2; R = 7; I = 1; Ao = 0.4;

Bina Onem Katsayisi (I) = 1.00

t (sn) S(t) ----------------------- 0.000 0.2667 0.050 0.1800 0.100 0.1548 0.150 0.1429 0.400 0.1429 0.419 0.1377 0.437 0.1332 0.463 0.1270 0.500 0.1194 0.550 0.1107 0.614 0.1015 0.693 0.0920 0.790 0.0829 0.906 0.0743 1.044 0.0663 1.204 0.0592 1.389 0.0528 1.600 0.0471 1.839 0.0422 2.109 0.0378 2.409 0.0340 2.744 0.0306 3.113 0.0277 3.520 0.0251 3.965 0.0228 4.450 0.0208 4.978 0.0190 5.549 0.0174 6.167 0.0160 6.831 0.0148 7.545 0.0136 8.310 0.0126 9.128 0.0117 10.000 0.0109

Deprem Acisi: 1-yonu = 0.00 (derece) 2-yonu = 90.00

Zemin Yatak Katsayisi = 4192.000 t/m3

YUK KOMBINASYONLARI: ====================

No Kombinasyon G Q QS1 QS2 DX+ DX- DY+ DY- -- ------------ ------ ------ ------ ------ ------ ------ ------ ------ 1 G+Q *F 1.40 1.60 .00 .00 .00 .00 .00 .00 2 G+QS1 *F 1.40 .00 1.60 .00 .00 .00 .00 .00 3 G+QS2 *F 1.40 .00 .00 1.60 .00 .00 .00 .00 4 G+Q+Dx+ 1.00 1.00 .00 .00 1.00 .00 .00 0.30 5 G+Q-Dx+ 1.00 1.00 .00 .00 -1.00 .00 .00 -0.30 6 G+Q+Dx- 1.00 1.00 .00 .00 .00 1.00 0.30 .00 7 G+Q-Dx- 1.00 1.00 .00 .00 .00 -1.00 -0.30 .00 8 G+Q+Dy+ 1.00 1.00 .00 .00 .00 0.30 1.00 .00 9 G+Q-Dy+ 1.00 1.00 .00 .00 .00 -0.30 -1.00 .00 10 G+Q+Dy- 1.00 1.00 .00 .00 0.30 .00 .00 1.00 11 G+Q-Dy- 1.00 1.00 .00 .00 -0.30 .00 .00 -1.00 12 G+Dx+ 0.90 .00 .00 .00 1.00 .00 .00 0.30 13 G-Dx+ 0.90 .00 .00 .00 -1.00 .00 .00 -0.30 14 G+Dx- 0.90 .00 .00 .00 .00 1.00 0.30 .00 15 G-Dx- 0.90 .00 .00 .00 .00 -1.00 -0.30 .00 16 G+Dy+ 0.90 .00 .00 .00 .00 0.30 1.00 .00 17 G-Dy+ 0.90 .00 .00 .00 .00 -0.30 -1.00 .00 18 G+Dy- 0.90 .00 .00 .00 0.30 .00 .00 1.00 19 G-Dy- 0.90 .00 .00 .00 -0.30 .00 .00 -1.00

DUSEY YUK VEKTORLERI G Sabit Ykler Q Hareketli Ykler QS1 Sasirtmali H. Ykler 1 QS2 Sasirtmali H. Ykler 2

YATAY YUK VEKTORLERI DX+ Deprem X (E+) DX- Deprem X (E-) DY+ Deprem Y (E+) DY- Deprem Y (E-)

MALZEME BiLGiLERi: ==================

BETON SINIFLARI: -------------------- F-ck F-cd F-ctd E.Mod Beton (t/m2) (t/m2) (t/m2) (t/m2) ---------- ---------- ---------- ---------- ---------- Kolonlar C30 3000.00 2000.00 127.80 3180000.0 Perdeler C30 3000.00 2000.00 127.80 3180000.0 Kirisler C30 3000.00 2000.00 127.80 3180000.0 Plak Dosemeler C30 3000.00 2000.00 127.80 3180000.0 Nervur Dosemeler C30 3000.00 2000.00 127.80 3180000.0 Temeller C30 3000.00 2000.00 127.80 3180000.0

CELiK SINIFLARI: -------------------------- F-yk F-yd E.Mod Celik (t/m2) (t/m2) (t/m2) ------------------ ---------- ---------- ---------- Kolonlar S420 42000.00 36521.74 2.000E+07 Perdeler S420 42000.00 36521.74 2.000E+07 Kirisler S420 42000.00 36521.74 2.000E+07 Plak Dosemeler S420 42000.00 36521.74 2.000E+07 Nervur Dosemeler S420 42000.00 36521.74 2.000E+07 Temeller S420 42000.00 36521.74 2.000E+07 Etriyeler S420 42000.00 36521.74 2.000E+07 Perde (Govde Dsey) S420 42000.00 36521.74 2.000E+07 Perde (Govde Yatay) S420 42000.00 36521.74 2.000E+07

Beton Birim Agirligi = 2.500 t/m3 Asmolen Birim Agirligi = 0.450 t/m3

Zemin Emniyet Gerilmesi = 13.10 t/m2

DEPREM ETKI YONU: 1 (X-Ekseni ile 0.000 derece)-------------------

(B1) KATLAR ARASI DAYANIM DUZENSIZLIGI KONTROLU (ZAYIF KAT): ============================================================

Kat A-Kolon A-Perde A-Toplam A-Duvar Eta-C (m2) (m2) (m2) (m2) ----- ---------- ---------- ---------- ---------- --------- K.03 0.6000 0.0000 0.6000 0.0000 K.02 1.1250 0.4625 1.5875 0.0000 2.646 > 0.80 K.01 1.1250 0.4625 1.5875 0.0000 1.000 > 0.80

DEPREM ETKI YONU: 2 (X-Ekseni ile 90.000 derece)-------------------

(B1) KATLAR ARASI DAYANIM DUZENSIZLIGI KONTROLU (ZAYIF KAT): ============================================================

Kat A-Kolon A-Perde A-Toplam A-Duvar Eta-C (m2) (m2) (m2) (m2) ----- ---------- ---------- ---------- ---------- --------- K.03 0.6000 0.0000 0.6000 0.0000 K.02 1.1250 0.0000 1.1250 0.0000 1.875 > 0.80 K.01 1.1250 0.0000 1.1250 0.0000 1.000 > 0.80

Yapida (B1) Duzensizligi yoktur.

KOLON ve PERDE KESIT OZELLIKLERI: =================================

Ai : Eleman 1-Ekseni Aisi (Global X-ekseninden llen) Alan : Brt Kesit Alan Kayma-A : Kesit Kayma Alan I1 : Lokal (Eleman) 2-ekseni etrafindaki Atalet Momenti I2 : Lokal (Eleman) 1-ekseni etrafindaki Atalet Momenti E : Elastisite Modl

Kolon Kat b1/b2 Ai Alan Kayma-A I1 I2 E (cm) (Derece) (m2) (m2) (m4) (m4) (t/m2) ------- ---- -------------- -------- ---------- ---------- ---------- ---------- ---------- S1 K.01 25/60 0.00 0.15 0.13 0.000781 0.004500 3180000.0 S1 K.02 25/60 0.00 0.15 0.13 0.000781 0.004500 3180000.0 S2 K.01 25/90 0.00 0.23 0.19 0.001172 0.015188 3180000.0 S2 K.02 25/90 0.00 0.23 0.19 0.001172 0.015188 3180000.0 S3 K.01 25/60 0.00 0.15 0.13 0.000781 0.004500 3180000.0 S3 K.02 25/60 0.00 0.15 0.13 0.000781 0.004500 3180000.0 S3 K.03 25/60 0.00 0.15 0.13 0.000781 0.004500 3180000.0 S4 K.01 25/60 0.00 0.15 0.13 0.000781 0.004500 3180000.0 S4 K.02 25/60 0.00 0.15 0.13 0.000781 0.004500 3180000.0 S4 K.03 25/60 0.00 0.15 0.13 0.000781 0.004500 3180000.0 S5 K.01 60/25 0.00 0.15 0.13 0.004500 0.000781 3180000.0 S5 K.02 60/25 0.00 0.15 0.13 0.004500 0.000781 3180000.0 S6 K.01 60/25 0.00 0.15 0.13 0.004500 0.000781 3180000.0 S6 K.02 60/25 0.00 0.15 0.13 0.004500 0.000781 3180000.0 S6 K.03 60/25 0.00 0.15 0.13 0.004500 0.000781 3180000.0 S7 K.01 60/25 0.00 0.15 0.13 0.004500 0.000781 3180000.0 S7 K.02 60/25 0.00 0.15 0.13 0.004500 0.000781 3180000.0 S7 K.03 60/25 0.00 0.15 0.13 0.004500 0.000781 3180000.0 P1 185/25 0.00 0.46 0.39 0.131909 0.002409 3180000.0 P1 185/25 0.00 0.46 0.39 0.131909 0.002409 3180000.0

KIRIS KESIT OZELLIKLERI: ========================

Alan : Brt Kesit Alani Kayma-A : Kesit Kayma Alani I : Kesit Atalet Momenti E : Elastisite Modl

(Analizde tablali kiris kesitleri kullanilmistir.)

Kiris Kat b1/b2 bt ht Sol/Sag Alan Kayma-A I E (cm) (cm) (cm) (m2) (m2) (m4) (t/m2) ------- ---- -------------- ---------- -------------- ---------- ---------- ---------- ---------- K101 K.01 25/50 42.0 0/12 0.15 0.12 0.003262 3180000.0 K201 K.02 25/50 59.0 12/12 0.17 0.14 0.003764 3180000.0 K102 K.01 40/36 100.0 12/12 0.22 0.18 0.002333 3180000.0 K202 K.02 25/50 85.0 12/12 0.20 0.16 0.004340 3180000.0 K103 K.01 40/36 74.0 12/12 0.18 0.15 0.002062 3180000.0 K203 K.02 25/50 59.0 12/12 0.17 0.14 0.003764 3180000.0 K104 K.01 25/50 51.0 12/0 0.16 0.13 0.003543 3180000.0 K204 K.02 25/50 51.0 12/0 0.16 0.13 0.003543 3180000.0 K304 K.03 25/50 59.0 12/12 0.17 0.14 0.003764 3180000.0 K105 K.01 25/50 39.0 12/0 0.14 0.12 0.003159 3180000.0 K205 K.02 25/50 39.0 12/0 0.14 0.12 0.003159 3180000.0 K305 K.03 25/50 39.0 12/0 0.14 0.12 0.003159 3180000.0 K206 K.02 25/50 27.0 0/12 0.13 0.11 0.002692 3180000.0 K114 K.01 25/50 85.0 15/12 0.21 0.17 0.004358 3180000.0 K115 K.01 25/50 83.0 15/12 0.20 0.17 0.004321 3180000.0 K215 K.02 40/36 100.0 15/12 0.23 0.19 0.002334 3180000.0 K216 K.02 25/50 89.0 12/12 0.20 0.17 0.004414 3180000.0 K217 K.02 25/50 27.0 12/0 0.13 0.11 0.002692 3180000.0 K118 K.01 25/50 85.0 12/12 0.20 0.16 0.004340 3180000.0 K218 K.02 25/50 85.0 12/12 0.20 0.16 0.004340 3180000.0 K318 K.03 25/50 85.0 12/12 0.20 0.16 0.004340 3180000.0 K119 K.01 25/50 67.0 12/12 0.18 0.15 0.003961 3180000.0 K219 K.02 25/50 67.0 12/12 0.18 0.15 0.003961 3180000.0 K122 K.01 25/50 85.0 12/15 0.21 0.17 0.004358 3180000.0 K222 K.02 25/50 55.0 12/0 0.16 0.13 0.003656 3180000.0 K322 K.03 25/50 85.0 12/12 0.20 0.16 0.004340 3180000.0 K123 K.01 25/50 44.0 12/0 0.15 0.12 0.003328 3180000.0 K223 K.02 25/50 63.0 12/12 0.17 0.14 0.003865 3180000.0

KOLON/PERDE ATALET MERKEZI HESABI: ==================================

Rijitlik Merkezi Koordinatlari (x-R ve y-R) en sol ve alttaki kolon yerlesim aksi referans alinarak hesaplanmistir. Ixx : Global x-ekseni etrafindaki Atalet Momenti Iyy : Global y-ekseni etrafindaki Atalet Momenti x-R, y-R: Kolon/Perde ataletleri ile hesaplanan rijitlik merkezi koordinatlari

Kat Iyy-Kolon Iyy-Perde Iyy-Toplam Ixx-Kolon Ixx-Perde Ixx-Toplam x-R y-R (m4) (m4) (m4) (m4) (m4) (m4) (m) (m) ----- ---------- ---------- ---------- ---------- ---------- ---------- ----------- ----------- K.03 0.010563 0.000000 0.010563 0.010563 0.000000 0.010563 1.256509 0.838757 K.02 0.017016 0.131909 0.148924 0.031031 0.002409 0.033440 3.314094 7.653613 K.01 0.017016 0.131909 0.148924 0.031031 0.002409 0.033440 3.314094 7.653613

YAPI YUKSEKLIGI KONTROLU:=========================

Deprem Bolgesi = 1. Bolge Toplam Yapi Yuksekligi = 8.550 (h < 25m) Yapiya 'Esdeger Statik Deprem Analizi' veya 'Dinamik Analiz (Mod Birlestirme)' uygulanabilir.