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Yapı Bilgi Modeli
Statik Hesaplar
Deprem Yönetmeliği Uygulama Örnekleri
Çelik Moment Aktaran Çerçeve Örneği
Çelik Elemanların Tasarım Esasları
Çelik Kolon Tasarım Örneği
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nurgül Kaya
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Jul 19, 2021
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Jul 19, 2021
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$$ \normalsize P_d =ΦP_n=0.9*6334.96=5701.46$$
kN
Eğilme Momenti Dayanımı
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$$ \normalsize L_b =3780$$
mm
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--uriencoded--$$ \normalsize L_p= 1.76i_y√\frac %7BE %7D%7BF_y%7D=3063$$
mm
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$$ \normalsize L_b >L_p$$
olduğundan L
r
hesaplanır.
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