-
ANALiZ SONRASI KONTROL RAPORU ANALIZ SONRASI KONTROLLERI RAPORU:
==================================
(A1) BURULMA DUZENSIZLIGI KONTROLU:
=================================== (TDY 2007 - Madde 2.3.2.1)
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) ----- ----------- -----------
----------- ----------- ----------- --------- ---------- K.04
0.563213 0.580476 0.112374 0.116494 0.114434 1.018 < 1.4 ---
K.03 0.450722 0.463982 0.158946 0.162640 0.160793 1.011 < 1.4
--- K.02 0.291684 0.301342 0.182026 0.186920 0.184473 1.013 <
1.4 --- K.01 0.109357 0.114422 0.109357 0.114422 0.111889 1.023
< 1.4 ---
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) ----- ----------- -----------
----------- ----------- ----------- --------- ---------- K.04
0.563213 0.580476 0.112374 0.116494 0.114434 1.018 < 1.4 ---
K.03 0.450722 0.463982 0.158946 0.162640 0.160793 1.011 < 1.4
--- K.02 0.291684 0.301342 0.182026 0.186920 0.184473 1.013 <
1.4 --- K.01 0.109357 0.114422 0.109357 0.114422 0.111889 1.023
< 1.4 ---
Yapida Bu Yonde (A1) Duzensizligi Mevcut Degildir.
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) ----- ----------- -----------
----------- ----------- ----------- --------- ---------- K.04
0.576450 0.618428 0.140213 0.142767 0.141490 1.009 < 1.4 ---
K.03 0.436074 0.475661 0.152030 0.163140 0.157585 1.035 < 1.4
--- K.02 0.284044 0.312521 0.155765 0.168746 0.162255 1.040 <
1.4 --- K.01 0.128279 0.143775 0.128279 0.143775 0.136027 1.057
< 1.4 ---
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) ----- ----------- -----------
----------- ----------- ----------- --------- ---------- K.04
0.576450 0.618428 0.140213 0.142767 0.141490 1.009 < 1.4 ---
K.03 0.436074 0.475661 0.152030 0.163140 0.157585 1.035 < 1.4
--- K.02 0.284044 0.312521 0.155765 0.168746 0.162255 1.040 <
1.4 --- K.01 0.128279 0.143775 0.128279 0.143775 0.136027 1.057
< 1.4 ---
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) ----- ----------- ----------- ----------- ----------- K.04
0.580476 0.116494 0.116494 0.038831 > 0.03 K.03 0.463982
0.162640 0.162640 0.054213 > 0.03 K.02 0.301342 0.186920
0.186920 0.062307 > 0.03
Proje: Alsancak_Stadi_Idari_Bina_C_Blok - ANALiZ SONRASI KONTROL
RAPORU
SIRIN MUHENDISLIK (99-03004)Probina Orion 18.0 (04.2012) /
Sayfa: A2-1
Proje: Alsancak_Stadi_Idari_Bina_C_Blok
-
K.01 0.114422 0.114422 0.114422 0.030111 > 0.03
Yuk Hali: DX-
Etkin Etkin di-Max (Del-i)Max (Del-i) Del-i/hi Kat (m) (m) (m)
(m) ----- ----------- ----------- ----------- ----------- K.04
0.580476 0.116494 0.116494 0.038831 > 0.03 K.03 0.463982
0.162640 0.162640 0.054213 > 0.03 K.02 0.301342 0.186920
0.186920 0.062307 > 0.03 K.01 0.114422 0.114422 0.114422
0.030111 > 0.03
* Dikkat: Goreli Kat Otelemeleri Limit Degerleri Geciyor. ------
Tasiyici Sistemin Rijitligi arttirilarak hesap
tekrarlanmalidir.
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) ----- ----------- ----------- ----------- ----------- K.04
0.618428 0.142767 0.142767 0.047589 > 0.03 K.03 0.475661
0.163140 0.163140 0.054380 > 0.03 K.02 0.312521 0.168746
0.168746 0.056249 > 0.03 K.01 0.143775 0.143775 0.143775
0.037836 > 0.03
Yuk Hali: DY-
Etkin Etkin di-Max (Del-i)Max (Del-i) Del-i/hi Kat (m) (m) (m)
(m) ----- ----------- ----------- ----------- ----------- K.04
0.618428 0.142767 0.142767 0.047589 > 0.03 K.03 0.475661
0.163140 0.163140 0.054380 > 0.03 K.02 0.312521 0.168746
0.168746 0.056249 > 0.03 K.01 0.143775 0.143775 0.143775
0.037836 > 0.03
* Dikkat: Goreli Kat Otelemeleri Limit Degerleri Geciyor. ------
Tasiyici Sistemin Rijitligi arttirilarak hesap
tekrarlanmalidir.
Kolon Atalet Momentleri Azaltlmtr. Katsay= 0.500 Perde Atalet
Momentleri Azaltlmtr. Katsay= 0.300 Kiri Atalet Momentleri
Azaltlmtr. Katsay= 0.300
YAPISAL DUZENSiZLiKLER:=======================
PLANDA DUZENSiZLiK DURUMLARI: ----------------------------- (A1)
Burulma Duzensizligi : -YOK- (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) ----
----------- ---------- ---------- ---------- ---------- ----------
---------- ---------- K.04 3.000 24.758 21764.572 226.439 54.788
242.875 293.922 290.851 K.03 3.000 35.488 31475.330 326.437 72.334
348.137 292.536 289.479 K.02 3.000 35.832 31791.438 329.812 72.334
351.512 204.952 202.811 K.01 3.800 37.747 33710.334 348.594 72.334
370.294 120.652 119.391 ---- ----------- ---------- ----------
---------- ---------- ---------- ---------- ---------- 1231.282
271.789 1312.819 912.062 902.532
KAT AGIRLIK MERKEZLERI:=======================
Bina Genisligi xg DisMerk Kat (m) (m) (%)
Proje: Alsancak_Stadi_Idari_Bina_C_Blok - ANALiZ SONRASI KONTROL
RAPORU
SIRIN MUHENDISLIK (99-03004)Probina Orion 18.0 (04.2012) /
Sayfa: A2-2
Proje: Alsancak_Stadi_Idari_Bina_C_Blok
-
---- -------------- ----------- ---------- K.04 34.710000
17.340191 0.00 K.03 34.710000 17.644162 0.00 K.02 34.710000
17.641386 0.00 K.01 34.710000 17.710121 0.00
Bina Genisligi yg DisMerk Kat (m) (m) (%) ---- --------------
----------- ---------- K.04 5.390000 3.670276 0.00 K.03 5.390000
3.413932 0.00 K.02 5.390000 3.424312 0.00 K.01 5.390000 3.498864
0.00
DEPREM KONTROLLERI SONUC
RAPORU:=================================
* Dikkat: Goreli Kat Otelemeleri Limit Degerleri Geciyor. ------
Tasiyici Sistemin Rijitligi arttirilarak hesap
tekrarlanmalidir.
Yapi Yuksekligi 12.80 < 40m. Esdeger Statik Deprem Yuku
Yontemi kullanilabilir.
Proje: Alsancak_Stadi_Idari_Bina_C_Blok - ANALiZ SONRASI KONTROL
RAPORU
SIRIN MUHENDISLIK (99-03004)Probina Orion 18.0 (04.2012) /
Sayfa: A2-3
Proje: Alsancak_Stadi_Idari_Bina_C_Blok
