calcul semelle filante adelia
DESCRIPTION
calcul semelle filanteTRANSCRIPT
Qu (kg) cadres
0.15 50 18 7500 13 30 0.42 6 e=25 0 0 0 0 0 0 0 0 0 0 0 0 0 060 18 9000 15.5 30 0.65 6 e=25 0 0 0 0 0 0 0 0 0 0 0 0 0 070 18 10500 18 30 0.95 6 e=25 0 0 0 0 0 0 0 0 0 0 0 0 0 080 20 12000 20 30 1.25 0 6 e=20 0 0 0 0 0 0 0 0 0 0 0 0 090 20 13500 22.5 30 1.64 0 0 6 e=15 0 0 0 0 0 0 0 0 0 0 0 0
100 20 15000 25 30 2.08 0 0 0 0 8 e=20 0 0 0 0 0 0 0 0 0 0110 20 16500 27.5 30 2.57 0 0 0 0 0 8 e=15 0 0 0 0 0 0 0 0 0120 20 18000 30 30 3.12 0 0 0 0 0 8 e=15 0 0 0 0 0 0 0 0 0130 20 19500 32.5 35 3.10 0 0 0 0 0 8 e=15 0 0 0 0 0 0 0 0 0140 20 21000 35 35 3.64 0 0 0 0 0 0 8 e=10 0 0 0 0 0 0 0 0150 20 22500 37.5 40 3.62 0 0 0 0 0 0 8 e=10 0 0 0 0 0 0 0 0160 20 24000 40 35 4.85 0 0 0 0 0 0 8 e=10 0 0 0 0 0 0 0 0170 20 25500 42.5 45 4.14 0 0 0 0 0 0 8 e=10 0 0 0 0 0 0 0 0180 20 27000 45 45 4.68 0 0 0 0 0 0 8 e=10 0 0 0 0 0 0 0 0190 20 28500 47.5 50 4.66 0 0 0 0 0 0 8 e=10 0 0 0 0 0 0 0 0200 20 30000 50 50 5.19 0 0 0 0 0 0 0 10 e=15 0 0 0 0 0 0 0210 20 31500 52.5 55 5.18 0 0 0 0 0 0 0 10 e=15 0 0 0 0 0 0 0220 20 33000 55 55 5.71 0 0 0 0 0 0 0 0 12 e=15 0 0 0 0 0 0230 20 34500 57.5 60 5.70 0 0 0 0 0 0 0 0 12 e=15 0 0 0 0 0 0240 20 36000 60 60 6.23 0 0 0 0 0 0 0 0 12 e=15 0 0 0 0 0 0250 20 37500 62.5 65 6.22 0 0 0 0 0 0 0 0 12 e=15 0 0 0 0 0 0
ssol Mpa
Largeur (cm)
Appui (cm)
Hauteur mini calcul
(cm)
Hauteur fondations
(cm)Section cm²/ml
hauteur fondations
forcées