foottİng

B 15 m qnu 4818.314563 kN/m2 DF/B 0.133333 L 30 m qna 1606.104854 kN/m2 L/B 2 Df 2 m Ir 0.23 ℓ*Df 40.22 kN/m2 NC 41 Es/Cu 400 NQ 25 Cu 91.22 Nℓ 25 Elastic modulus Es 36488 kN/m2 Cu 91.22 kN/m2 H 2 m QU 7744.5855 Settlement Se 7.194601239 mm spesific weight=ℓ 20.11 kN/m3 Center of foundation α 4 ınterpolatıon for F1 Poissons ratio µs 0.3 qnu 7704.3655 Lf 0.96 concrete unit weight= 25 m' 2 wf 22500 kN n' 0.27 ınterpolatıon for F2 safty factors=fs 3 shape factor= Is 0.044728571 Load factor:wu 96373.44 kN consolidation settlemen Sc 173.063305 mm q 223.9432 kN/m2 Mv 0.42 m2/MN qna 2568.1218 kN/m2 ᵩ0 206.027744 kN/m2 q<qna= DOĞRU z 2 m F1 from tablo 0.0133 m 3.75 F2 from tablo 0.055 n 1.875 B'/2 7.5 Total settlement 180.2579062 mm WE USE RAFT FOOTİNG OTEL PROJECT(Raft foundation) .. .. = . .. = 0.0133 .. .. = . .. x=0.055

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raft test

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B 15 m qnu 4818.314563 kN/m2 DF/B 0.133333

L 30 m qna 1606.104854 kN/m2 L/B 2

Df 2 m Ir 0.23 *Df 40.22 kN/m2

NC 41 Es/Cu 400

NQ 25 Cu 91.22

N 25 Elastic modulus Es 36488 kN/m2

Cu 91.22 kN/m2 H 2 m

QU 7744.5855 Settlement Se 7.194601239 mm

spesific weight= 20.11 kN/m3 Center of foundation 4 nterpolaton for F1

Poissons ratio s 0.3

qnu 7704.3655 Lf 0.96

concrete unit weight= 25 m' 2

wf 22500 kN n' 0.27 nterpolaton for F2

safty factors=fs 3 shape factor= Is 0.044728571

Load factor:wu 96373.44 kN consolidation settlementSc 173.063305 mm

q 223.9432 kN/m2 Mv 0.42 m2/MN

qna 2568.1218 kN/m2 0 206.027744 kN/m2q