ANALiZ SONRASI KONTROL RAPORU
ANALIZ SONRASI KONTROLLERI RAPORU:
==================================
(B2) KOMSU KATLAR ARASI RIJITLIK DUZENSIZLIGI KONTROLU (YUMUSAK
KAT):
=====================================================================
(TDY 2007 - Madde 2.3.2.1)
hi : Kat Yksekligi Del-i : Greli Kat telenmesi, (di(kolon,st) -
di(kolon,alt)) Eta-k(st) : (Del-i/hi)/(Del-i+1/hi+1) Eta-k(Alt) :
(Del-i/hi)/(Del-i-1/hi-1)
DEPREM ETKI YONU: 1 (X-Ekseni ile 0.000 derece)
-------------------
Yuk Hali: DX+
Kat hi (del-i)Min (del-i)Max (del-i)Ort (del-i)/hi Eta-k Eta-k
(m) (m) (m) (m) (m) (st) (Alt) ----- ----------- -----------
----------- ----------- ----------- ------ ------ 03 2.850 0.000583
0.000933 0.000758 0.000266 0.00 1.06 < 2.0 02 2.850 0.000568
0.000859 0.000713 0.000250 0.94 1.28 < 2.0 01 2.850 0.000379
0.000734 0.000556 0.000195 0.78 0.00 < 2.0
Yuk Hali: DX-
Kat hi (del-i)Min (del-i)Max (del-i)Ort (del-i)/hi Eta-k Eta-k
(m) (m) (m) (m) (m) (st) (Alt) ----- ----------- -----------
----------- ----------- ----------- ------ ------ 03 2.850 0.000672
0.000831 0.000752 0.000264 0.00 1.01 < 2.0 02 2.850 0.000465
0.001018 0.000742 0.000260 0.99 1.24 < 2.0 01 2.850 0.000314
0.000882 0.000598 0.000210 0.81 0.00 < 2.0
Yapida Bu Yonde (B2) Duzensizligi mevcut degildir.
DEPREM ETKI YONU: 2 (X-Ekseni ile 90.000 derece)
-------------------
Yuk Hali: DY+
Kat hi (del-i)Min (del-i)Max (del-i)Ort (del-i)/hi Eta-k Eta-k
(m) (m) (m) (m) (m) (st) (Alt) ----- ----------- -----------
----------- ----------- ----------- ------ ------ 03 2.850 0.000768
0.000805 0.000787 0.000276 0.00 0.69 < 2.0 02 2.850 0.001098
0.001181 0.001139 0.000400 1.45 1.30 < 2.0 01 2.850 0.000844
0.000915 0.000879 0.000309 0.77 0.00 < 2.0
Yuk Hali: DY-
Kat hi (del-i)Min (del-i)Max (del-i)Ort (del-i)/hi Eta-k Eta-k
(m) (m) (m) (m) (m) (st) (Alt) ----- ----------- -----------
----------- ----------- ----------- ------ ------ 03 2.850 0.000768
0.000799 0.000784 0.000275 0.00 0.67 < 2.0 02 2.850 0.001051
0.001291 0.001171 0.000411 1.49 1.32 < 2.0 01 2.850 0.000862
0.000917 0.000889 0.000312 0.76 0.00 < 2.0
Yapida Bu Yonde (B2) Duzensizligi mevcut degildir.
PERDE/CERCEVE SISTEMI KONTROLU: ===============================
(TDY 2007 - Madde 2.5.2 - 2.5.4)
DEPREM ETKI YONU: 1 (X-Ekseni ile 0.000 derece)
-------------------
V2, V3 : Kolon/Perde'nin lokal eksen 2 ve 3 dogrultusundaki
hesap kesme kuvveti V-izd : Perde kesme kuvvetinin ilgili deprem
dogrultusundaki bileseni
/------------ (E+) ------------\ /------------ (E-)
------------\ Eleman Aci V2 V3 V-izd V2 V3 V-izd (Derece) (t) (t)
(t) (t) (t) (t) ---------- -------- ---------- ----------
---------- ---------- ---------- ---------- S1 0.00 -0.755 0.645
-0.755 -0.617 1.071 -0.617 S2 0.00 -0.837 -1.587 -0.837 -0.812
-2.546 -0.812 S3 0.00 -0.894 0.015 -0.894 -0.956 0.121 -0.956 S4
0.00 -0.689 0.952 -0.689 -0.734 1.474 -0.734 S5 0.00 -3.023 -0.440
-3.023 -3.667 -0.664 -3.667 S6 0.00 -4.738 -0.012 -4.738 -5.706
-0.008 -5.706 S7 0.00 -3.618 0.355 -3.618 -4.374 0.511 -4.374 P1
0.00 -13.927 0.072 -13.927 -11.615 0.041 -11.615 P ----------
-------- ---------- ---------- ---------- ---------- ----------
---------- Toplam Taban Kesme Kuvveti (Vt): -28.481 -28.481 Toplam
Perde Kesme Kuvveti (Vp): -13.927 -11.615
Kat hi Vi (E+) Vi (E-) (m) (t) (t) ----- ----------- ----------
---------- 03 2.850 5.881 5.881 02 2.850 14.020 14.020 01 2.850
8.580 8.580 ----- ----------- ---------- ---------- Toplam Kesme
(Vt): 28.481 28.481
Alfa-S degeri (Vp/Vt): 0.49 < 0.75 0.41 < 0.75
Bina Tasiyici Sistemi Perde + Cerceve olarak kabul
edilebilir.
DEPREM ETKI YONU: 2 (X-Ekseni ile 90.000 derece)
-------------------
V2, V3 : Kolon/Perde'nin lokal eksen 2 ve 3 dogrultusundaki
hesap kesme kuvveti V-izd : Perde kesme kuvvetinin ilgili deprem
dogrultusundaki bileseni
/------------ (E+) ------------\ /------------ (E-)
------------\ Eleman Aci V2 V3 V-izd V2 V3 V-izd (Derece) (t) (t)
(t) (t) (t) (t) ---------- -------- ---------- ----------
---------- ---------- ---------- ---------- S1 0.00 0.258 4.080
-4.080 0.167 3.802 -3.802 S2 0.00 -0.541 7.783 -7.783 -0.558 8.408
-8.408 S3 0.00 0.027 4.586 -4.586 0.067 4.516 -4.516 S4 0.00 -0.109
5.410 -5.410 -0.080 5.070 -5.070 S5 0.00 -0.364 1.660 -1.660 0.056
1.808 -1.808 S6 0.00 -0.696 1.421 -1.421 -0.063 1.418 -1.418 S7
0.00 -0.643 1.477 -1.477 -0.150 1.374 -1.374 P1 0.00 2.068 2.063
-2.063 0.561 2.084 -2.084 P ---------- -------- ----------
---------- ---------- ---------- ---------- ---------- Toplam Taban
Kesme Kuvveti (Vt): -28.481 -28.481 Toplam Perde Kesme Kuvveti
(Vp): -2.063 -2.084
Kat hi Vi (E+) Vi (E-) (m) (t) (t) ----- ----------- ----------
---------- 03 2.850 5.881 5.881 02 2.850 14.020 14.020 01 2.850
8.580 8.580 ----- ----------- ---------- ---------- Toplam Kesme
(Vt): 28.481 28.481
Alfa-S degeri (Vp/Vt): 0.07 < 0.75 0.07 < 0.75
Bina Tasiyici Sistemi Perde + Cerceve olarak kabul
edilebilir.
(A1) BURULMA DUZENSIZLIGI KONTROLU:
=================================== (TDY 2007 - Madde 2.3.2.1)
Dikkat: (A1) Kontrolu geregi olarak yapi dismerkezlikleri daha
once arttirilmisti. Bu nedenle bu analizden sonra (A1) Kontrolu
yeniden yapilmadi. Asagida yeralan otelemeler onceki analize
aittir.
di-max : Maksimum Mutlak Kat telenmesi di-min : Minimum Mutlak
Kat telenmesi Del-i : Greli Kat telenmesi, (di(kolon,st) -
di(kolon,alt))
DEPREM ETKI YONU: 1 (X-Ekseni ile 0.000 derece)
-------------------
Yuk Hali: DX+
Kat di-Min di-Max (del-i)Min (del-i)Max (del-i)Ort Eta-C Ek
DisMerk (m) (m) (m) (m) (m) ----- ----------- -----------
----------- ----------- ----------- --------- ---------- 03
0.002176 0.002213 0.000588 0.000932 0.000760 1.226 > 1.2 5.2 02
0.000929 0.001625 0.000558 0.000874 0.000716 1.221 > 1.2 5.2 01
0.000371 0.000751 0.000371 0.000751 0.000561 1.338 > 1.2 6.2
Yuk Hali: DX-
Kat di-Min di-Max (del-i)Min (del-i)Max (del-i)Ort Eta-C Ek
DisMerk (m) (m) (m) (m) (m) ----- ----------- -----------
----------- ----------- ----------- --------- ---------- 03
0.002115 0.002534 0.000666 0.000833 0.000750 1.111 < 1.2 --- 02
0.000797 0.001867 0.000476 0.001002 0.000739 1.356 > 1.2 6.4 01
0.000321 0.000865 0.000321 0.000865 0.000593 1.459 > 1.2 7.4
* Dikkat: Yapida Bu Yonde (A1) Duzensizligi Mevcuttur.
DEPREM ETKI YONU: 2 (X-Ekseni ile 90.000 derece)
-------------------
Yuk Hali: DY+
Kat di-Min di-Max (del-i)Min (del-i)Max (del-i)Ort Eta-C Ek
DisMerk (m) (m) (m) (m) (m) ----- ----------- -----------
----------- ----------- ----------- --------- ---------- 03
0.002785 0.002818 0.000768 0.000805 0.000787 1.023 < 1.2 --- 02
0.002013 0.002025 0.001098 0.001181 0.001139 1.036 < 1.2 --- 01
0.000844 0.000915 0.000844 0.000915 0.000879 1.040 < 1.2 ---
Yuk Hali: DY-
Kat di-Min di-Max (del-i)Min (del-i)Max (del-i)Ort Eta-C Ek
DisMerk (m) (m) (m) (m) (m) ----- ----------- -----------
----------- ----------- ----------- --------- ---------- 03
0.002682 0.002820 0.000768 0.000799 0.000784 1.020 < 1.2 --- 02
0.001914 0.002208 0.001051 0.001291 0.001171 1.102 < 1.2 --- 01
0.000862 0.000917 0.000862 0.000917 0.000889 1.031 < 1.2 ---
Yapida Bu Yonde (A1) Duzensizligi Mevcut Degildir.
GORELI KAT OTELEMELERININ KONTROLU:
=================================== (TDY 2007 - Madde 2.10.1)
di-max : Maksimum Mutlak Kat telenmesi Del-i : Greli Kat
telenmesi, (di(kolon,st) - di(kolon,alt))max (Del-i)Etkin : Etkin
Greli Kat telenmesi, (Del-i)Max * R
DEPREM ETKI YONU: 1 (X-Ekseni ile 0.000 derece)
-------------------
Yuk Hali: DX+
Etkin Etkin di-Max (Del-i)Max (Del-i) Del-i/hi Kat (m) (m) (m)
(m) ----- ----------- ----------- ----------- ----------- 03
0.002175 0.000933 0.006533 0.002292 < 0.02 02 0.001592 0.000859
0.006010 0.002109 < 0.02 01 0.000734 0.000734 0.005137 0.001802
< 0.02
Yuk Hali: DX-
Etkin Etkin di-Max (Del-i)Max (Del-i) Del-i/hi Kat (m) (m) (m)
(m) ----- ----------- ----------- ----------- ----------- 03
0.002572 0.000831 0.005819 0.002042 < 0.02 02 0.001900 0.001018
0.007124 0.002500 < 0.02 01 0.000882 0.000882 0.006173 0.002166
< 0.02
DEPREM ETKI YONU: 2 (X-Ekseni ile 90.000 derece)
-------------------
Yuk Hali: DY+
Etkin Etkin di-Max (Del-i)Max (Del-i) Del-i/hi Kat (m) (m) (m)
(m) ----- ----------- ----------- ----------- ----------- 03
0.002818 0.000805 0.005635 0.001977 < 0.02 02 0.002025 0.001181
0.008266 0.002900 < 0.02 01 0.000915 0.000915 0.006403 0.002247
< 0.02
Yuk Hali: DY-
Etkin Etkin di-Max (Del-i)Max (Del-i) Del-i/hi Kat (m) (m) (m)
(m) ----- ----------- ----------- ----------- ----------- 03
0.002820 0.000799 0.005593 0.001962 < 0.02 02 0.002208 0.001291
0.009039 0.003172 < 0.02 01 0.000917 0.000917 0.006417 0.002252
< 0.02
IKINCI MERTEBE ETKILERIN GEREKLILIGI KONTROLU:
==============================================
(TDY 2007 - Madde 2.10.2)
DEPREM ETKI YONU: 1 (X-Ekseni ile 0.000 derece)
-------------------
Yuk Hali: DX+
Kat hi (Del-i)Ort Wi S(Wi-n) Vi Teta.i=(Wi*di)/(Vi*hi) (m) (m)
(t) (t) (t) ----- ----------- ----------- ---------- ----------
---------- ---------------------------- 03 2.850 0.000758 20.086
20.086 5.881 0.0009 < 0.12 02 2.850 0.000713 80.609 100.695
19.901 0.0013 < 0.12 01 2.850 0.000556 98.668 199.363 28.481
0.0014 < 0.12
Yuk Hali: DX-
Kat hi (Del-i)Ort Wi S(Wi-n) Vi Teta.i=(Wi*di)/(Vi*hi) (m) (m)
(t) (t) (t) ----- ----------- ----------- ---------- ----------
---------- ---------------------------- 03 2.850 0.000752 20.086
20.086 5.881 0.0009 < 0.12 02 2.850 0.000742 80.609 100.695
19.901 0.0013 < 0.12 01 2.850 0.000598 98.668 199.363 28.481
0.0015 < 0.12
Bu Yonde Ikinci Mertebe Etkilerinin yururlukteki yonetmeliklere
gore hesaplanmasi gereklidir.
DEPREM ETKI YONU: 2 (X-Ekseni ile 90.000 derece)
-------------------
Yuk Hali: DY+
Kat hi (Del-i)Ort Wi S(Wi-n) Vi Teta.i=(Wi*di)/(Vi*hi) (m) (m)
(t) (t) (t) ----- ----------- ----------- ---------- ----------
---------- ---------------------------- 03 2.850 0.000787 20.086
20.086 5.881 0.0009 < 0.12 02 2.850 0.001139 80.609 100.695
19.901 0.0020 < 0.12 01 2.850 0.000879 98.668 199.363 28.481
0.0022 < 0.12
Yuk Hali: DY-
Kat hi (Del-i)Ort Wi S(Wi-n) Vi Teta.i=(Wi*di)/(Vi*hi) (m) (m)
(t) (t) (t) ----- ----------- ----------- ---------- ----------
---------- ---------------------------- 03 2.850 0.000784 20.086
20.086 5.881 0.0009 < 0.12 02 2.850 0.001171 80.609 100.695
19.901 0.0021 < 0.12 01 2.850 0.000889 98.668 199.363 28.481
0.0022 < 0.12
Bu Yonde Ikinci Mertebe Etkilerinin yururlukteki yonetmeliklere
gore hesaplanmasi gereklidir.
YAPISAL DUZENSiZLiKLER:=======================
PLANDA DUZENSiZLiK DURUMLARI: ----------------------------- (A1)
Burulma Duzensizligi : -MEVCUT- (A2) Kat Diyaframi Sureksizligi :
-YOK- (A3) Planda Cikintilar Bulunmasi : -YOK-
DUSEY DOGRULTUDA DUZENSiZLiK DURUMLARI:
--------------------------------------- (B1) Komsu Katlar Arasi
Dayanim Duzensizligi (Zayif Kat) : -YOK- (B2) Komsu Katlar Arasi
Rijitlik Duzensizligi (Yumusak Kat) : -YOK- (B3b) Kiris Acikligina
Oturan Kolonlar : -YOK-
KAT KUTLELERI, KAT AGIRLIKLARI VE DEPREM
YUKLERI:=================================================
h m mr2 G Q W Fx Fy Kat (m) (t) (t.m2) (t) (t) (t) (t) (t) ----
----------- ---------- ---------- ---------- ---------- ----------
---------- ---------- 03 2.850 2.048 574.551 18.774 4.375 20.086
5.881 5.881 02 2.850 8.217 2507.247 75.746 16.210 80.609 14.020
14.020 01 2.850 10.058 3008.630 92.609 20.196 98.668 8.580 8.580
---- ----------- ---------- ---------- ---------- ----------
---------- ---------- ---------- 187.129 40.781 199.363 28.481
28.481
KAT AGIRLIK MERKEZLERI:=======================
Bina Genisligi xg DisMerk Kat (m) (m) (%) ---- --------------
----------- ---------- 03 2.800000 6.785399 5.00 02 7.700000
4.619691 5.00 01 7.700000 4.402540 5.00
Bina Genisligi yg DisMerk Kat (m) (m) (%) ---- --------------
----------- ---------- 03 4.700000 2.591565 5.22 02 8.600000
4.217572 6.39 01 8.600000 4.125486 7.39
DEPREM DURUMU BINA DEVRILME
KONTROLU:=====================================
AKTIF ETKILER:-------------- h : Temelden ilgili kata llen
ykseklik Fx/Fy : Ilgili kat iin hesaplanan deprem kuvvetleri
Max/May : Ilgili kat iin hesaplanan x/y yn devrilme momentleri
h Fx Max Fy May Kat (m) (t) (t.m) (t) (t.m) ---- -----------
---------- ---------- ---------- ---------- 03 8.550 5.881 50.282
5.881 50.282 02 5.700 14.020 79.913 14.020 79.913 01 2.850 8.580
24.454 8.580 24.454 ---- ----------- ---------- ----------
---------- ---------- 154.65 154.65
DEVRILMEYE KARSI KOYAN ETKILER (Negatif Deprem
Yn):----------------------------------------------------- W :
(G+nQ) Katin hareketli yk katilim katsayisi ile hesaplanan agirligi
dx/dy : Kontrol ynne gre kat arlna ait moment kolu Mpx/Mpy : Ilgili
kat iin hesaplanan devrilmeye karsi koyan x/y yn momentleri
W dx Mpx dy Mpy Kat (t) (m) (t.m) (m) (t.m) ---- ----------
----------- ---------- ----------- ---------- 03 20.086 6.285
126.25 2.592 52.05 02 80.609 4.120 332.08 4.218 339.97 01 98.668
3.903 385.06 4.125 407.05 ---- ---------- ----------- ----------
----------- ---------- 843.39 799.08
DEVRILMEYE KARSI KOYAN ETKILER (Pozitif Deprem
Yn):----------------------------------------------------- W dx Mpx
dy Mpy Kat (t) (m) (t.m) (m) (t.m) ---- ---------- -----------
---------- ----------- ---------- 03 20.086 1.415 28.41 6.008
120.69 02 80.609 3.580 288.61 4.382 353.26 01 98.668 3.797 374.69
4.475 441.49 ---- ---------- ----------- ---------- -----------
---------- 691.71 915.44DEVRILME KONTROLU:------------------ X Yn:
Mpx / Max = 691.71 / 154.65 = 4.4728 > 2.0 Uygun. Y Yn: Mpy /
May = 799.08 / 154.65 = 5.1671 > 2.0 Uygun.
DEPREM KONTROLLERI SONUC
RAPORU:=================================
Yapi Yuksekligi 8.55 < 40m. Esdeger Statik Deprem Yuku
Yontemi kullanilabilir. * Yapida (B1) Duzensizligi saptanmamistir.
Perde/Cerceve Sistemi Kontrolu Sonucunda T.S.Davranis Katsayisi, R=
7.00
Tasiyici Sistem Sinifina gore secilen T.S.Davranis Katsayisi, R=
7.00 Uygundur.
* Yapida (A1) Duzensizligi Mevcuttur.
