Alsancak Stadi Idari Bina a Blok Rev-AxialLoad
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TOPLAM YÜKLER (Dosemeler Kullanilarak): --------------------------------------- G - Sabit Yükler: Kat Kolon Perde Kiris Döseme Nervür Toplam (t) (t) (t) (t) (t) (t) ------- ---------- ---------- ---------- ---------- ---------- ------- --- K.04 10.125 0.000 103.279 0.000 113.035 226. 439 K.03 15.188 0.000 206.852 0.000 104.397 326. 437 K.02 19.406 0.000 206.852 0.000 104.397 330. 656 K.01 35.965 0.000 206.852 0.000 104.397 347. 215 ------- ---------- ---------- ---------- ---------- ---------- ------- --- Toplam 1230. 747 Q - Hareketli Yükler: Kat Kolon Perde Kiris Döseme Nervür Toplam (t) (t) (t) (t) (t) (t) ------- ---------- ---------- ---------- ---------- ---------- ------- --- K.04 0.000 0.000 19.490 0.000 35.297 54. 788 K.03 0.000 0.000 23.057 0.000 49.276 72. 334 K.02 0.000 0.000 23.057 0.000 49.276 72. 334 K.01 0.000 0.000 23.057 0.000 49.276 72. 334 ------- ---------- ---------- ---------- ---------- ---------- ------- --- Toplam 271. 789 TOPLAM YÜKLER (Kirislere Dagitildiktan Sonra): ---------------------------------------------- G - Sabit Yükler: Kat Kolon Perde Kiris Döseme Nervür Toplam (t) (t) (t) (t) (t) (t) ------- ---------- ---------- ---------- ---------- ---------- ------- --- K.04 10.125 0.000 216.314 0.000 0.000 226.
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Transcript of Alsancak Stadi Idari Bina a Blok Rev-AxialLoad
7/21/2019 Alsancak Stadi Idari Bina a Blok Rev-AxialLoad
http://slidepdf.com/reader/full/alsancak-stadi-idari-bina-a-blok-rev-axialload 1/2
TOPLAM YÜKLER (Dosemeler Kullanilarak):---------------------------------------
G - Sabit Yükler:
Kat Kolon Perde Kiris Döseme Nervür Toplam (t) (t) (t) (t) (t)(t) ------- ---------- ---------- ---------- ---------- ---------- ---------- K.04 10.125 0.000 103.279 0.000 113.035 226.439 K.03 15.188 0.000 206.852 0.000 104.397 326.437 K.02 19.406 0.000 206.852 0.000 104.397 330.656 K.01 35.965 0.000 206.852 0.000 104.397 347.
215 ------- ---------- ---------- ---------- ---------- ---------- ---------- Toplam 1230.747
Q - Hareketli Yükler:
Kat Kolon Perde Kiris Döseme Nervür Toplam (t) (t) (t) (t) (t)(t) ------- ---------- ---------- ---------- ---------- ---------- -------
--- K.04 0.000 0.000 19.490 0.000 35.297 54.788 K.03 0.000 0.000 23.057 0.000 49.276 72.334 K.02 0.000 0.000 23.057 0.000 49.276 72.334 K.01 0.000 0.000 23.057 0.000 49.276 72.334 ------- ---------- ---------- ---------- ---------- ---------- ---------- Toplam 271.
789
TOPLAM YÜKLER (Kirislere Dagitildiktan Sonra):----------------------------------------------
G - Sabit Yükler:
Kat Kolon Perde Kiris Döseme Nervür Toplam (t) (t) (t) (t) (t)(t)
------- ---------- ---------- ---------- ---------- ---------- ---------- K.04 10.125 0.000 216.314 0.000 0.000 226.
7/21/2019 Alsancak Stadi Idari Bina a Blok Rev-AxialLoad
http://slidepdf.com/reader/full/alsancak-stadi-idari-bina-a-blok-rev-axialload 2/2
439 K.03 15.188 0.000 311.249 0.000 0.000 326.437 K.02 19.406 0.000 311.249 0.000 0.000 330.656 K.01 35.965 0.000 311.249 0.000 0.000 347.215
------- ---------- ---------- ---------- ---------- ---------- ---------- Toplam 1230.747
Q - Hareketli Yükler:
Kat Kolon Perde Kiris Döseme Nervür Toplam (t) (t) (t) (t) (t)(t) ------- ---------- ---------- ---------- ---------- ---------- -------
--- K.04 0.000 0.000 54.788 0.000 0.000 54.788 K.03 0.000 0.000 72.334 0.000 0.000 72.334 K.02 0.000 0.000 72.334 0.000 0.000 72.334 K.01 0.000 0.000 72.334 0.000 0.000 72.334 ------- ---------- ---------- ---------- ---------- ---------- ---------- Toplam 271.789
BINA ANALIZI KOLON/PERDE EKSENEL YÜKLERI:-----------------------------------------
Kat G Delta G Q Delta Q (t) (t) (t) (t) ------- ---------- ---------- ---------- ---------- K.04 226.439 226.439 54.788 54.788 K.03 552.876 326.437 127.121 72.334 K.02 883.532 330.656 199.455 72.334 K.01 1230.747 347.215 271.789 72.334 ------- ---------- ---------- ---------- ---------- Toplam 1230.747 271.789
