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changes.mady.by.user Zeynep Aladağ

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New Version 11

changes.mady.by.user Zeynep Aladağ

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Mathinline
body--uriencoded--$$ \normalsize P_u = P_G+P_Q \\ P_u = 30 + 55 = 85kN \\ \frac%7BP_u%7D%7BT_d%7D = \frac %7B85%7D%7B154.79%7D = 0.549 \leq 1.0 \;\; ✓ $$


TS EN 1993-1-1Çözümleri:

  • Akma Sınır Durumu

Mathinline
body--uriencoded--$$ \normalsize N_%7Bpl, Rd%7D = \frac %7BA*f_y%7D%7B \gamma_%7BM0%7D%7D = \frac %7B940*275*10%5e%7B-3%7D%7D%7B1.0%7D = 258.5kN $$

  • Kırılma Sınır Durumu

Mathinline
body--uriencoded--$$ \normalsize N_%7Bu, Rd%7D = \frac%7B0.9*A_%7Bnet%7D*f_u%7D %7B\gamma_%7BM2%7D%7D \\ A_%7Bnet%7D = A_g - 3*t*d_0 = 940 - 3*7*16 = 604mm%5e2 \\ N_%7Bu, Rd%7D = \frac%7B0.9*604*430*10%5e%7B-3%7D%7D %7B1.25%7D =187.0kN $$

  • Blok Kırılma Sınır Durumu

Mathinline
body--uriencoded--$$ \normalsize N_%7Bu, Rd%7D = \frac %7B \beta_3*A_%7Bnet%7D*f_u%7D%7B\gamma_%7BM2%7D%7D = \frac %7B 0.55*604*430*10%5e%7B-3%7D%7D%7B1.25%7D = 114.3kN $$

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  • Gereken çekme kuvveti dayanımı

Mathinline
body--uriencoded--$$ \normalsize N_u = 1.35P_G+1.5P_Q \\ N_u = 1.35*30 + 1.5*55 = 123kN \\ \frac%7BN_u%7D%7BN_t%7D = \frac %7B123%7D%7B258.5%7D = 0.476 \leq 1.0 $$

Karşılaştırma:

GKT - ASD

Mathinline
body--uriencoded--$$ \normalsize P_u = P_G+P_Q \\ P_u = 30 + 55 = 85kN \\ \frac%7BP_u%7D%7BT_d%7D = \frac %7B85%7D%7B154.79%7D = 0.549 \leq 1.0 \;\; ✓ $$

YDKT - LRFD

Mathinline
body--uriencoded--$$ \normalsize P_u = 1.2P_G+1.6P_Q \\ P_u = 1.2*30 + 1.6*55 = 124kN \\ \frac%7BP_u%7D%7BT_d%7D = \frac %7B124%7D%7B232.65%7D = 0.532 \leq 1.0 \;\; ✓ $$

TS EN 1991-1-1

Mathinline
body--uriencoded--$$ \normalsize N_u = 1.35P_G+1.5P_Q \\ N_u = 1.35*30 + 1.5*55 = 123kN \\ \frac%7BN_u%7D%7BN_t%7D = \frac %7B123%7D%7B258.5%7D = 0.476 \leq 1.0 $$

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