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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