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  • Lik = 753.8 mm

  • Aik = 2185.3 mm2

  • Iik = 2.0921x10 6 mm4

  • Sik = 52303 mm3

  • f eik = 30 MPa

  • f eik = 3.0 MPa

  • Eik = 14000 MPa

  • Bağlantı elemanı çapı Φ = 17 mm

  • Bağlantı elemanı çekme kapasitesi, Nd,b

  • Nd,b = [ ( π* 2 ) / 4 fyb = [ ( π*172 ) / 4 ] 235 = 53340.32 N = 53.34 kN

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Mathinline
body--uriencoded--$$ \normalsize L_%7Bb%7D = min \left ( 3.16 \sqrt%7B \frac%7Bf_%7Beik%7D S_%7Bik%7D%7D%7Bp L _%7Bik%7D G K%7D%7D \, \, \, \, , \quad 0.835 \sqrt [3] %7B \frac%7BE_%7Bik%7D I_%7Bik%7D%7D%7Bp L _%7Bik%7D%7D%7D \, \, \, \, , \quad \frac%7Bf_%7Bkik%7D A_%7Bik%7D%7D%7B0.9 p L _%7Bik%7D G K%7D \, \, \, \, , \quad \frac%7BN_d%7D%7B1.1 p L _%7Bik%7D G K%7D \right ) \qquad \qquad \qquad \, \, (4) \\ L_%7Bb%7D = min \left ( 3.16 \sqrt%7B \frac%7B235 \times 52303%7D%7B0.0585 \times 753.8 \times 2.0%7D%7D \, \, \, \, , \quad 0.835 \sqrt [3] %7B \frac%7B200000 \times 2.0921*10%5e6%7D%7B0.0585 \times 753.8%7D%7D \, \, \, \, , \quad \frac%7B141 \times 2185.3%7D%7B0.9 \times 0.0585 \times 753.8 \times 2.0%7D \, \, \, \, , \quad \frac%7B53340.32%7D%7B1.1 \times 0.0585 \times 753.8 \times 2.0%7D \right ) = min(1179.7 \, , \, 1767.7 \, , \, 3884.9 \, , \, 549.8) \\ L_%7Bb%7D = 549.8 \, mm = 54.98 \, cm $$

Payanda Kontrolü

  • Payanda eksenel yük kapasitesi Nd = 9.7 kN

  • c =1.2

  • q = 0.5 kN/m 2

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