Download - Longrine de redressement retouchée
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affaire 99-44-913 SICAP BERANGER R+7 12/30/2013
10:16 AM
DESCENTE DE CHARGES AU PLANCHER HAUT SOUS-SOL
(note BET GAUDILLAT du 17/07/99 par LOUM)
N plan BA N note Loum Permanente Exploitation Cloisons
b (m) h (m) H (m)
K10 N9 0.27 1.5 3.22 128.734 44.976 42.099
K11 N12 0.27 1.5 3.22 130.142 56.401 59.156K12 N14 0.27 0.8 3.22 93.162 40.811 37.737
K13 N5 0.27 2 3.22 177.109 52.803 66.107
K14 N7 0.27 2.5 3.22 351.954 114.051 51.481
K15 N10 0.27 0.85 3.22 156.913 55.984 45.184
K16 N13 0.27 1.05 3.22 187.421 78.122 62.325
K17 N1 0.2 1.25 3.22 221.803 84.786 37.588
K24 N2 0.2 1 3.22 180.968 65.869 22.238
K25 N17 0.2 0.3 3.22 12.013 7.055 1.752
K26 N16 0.9 0.9 3.22 172 23 0
K4 N4 0.27 2 3.22 155.839 47.976 48.739
K5 N6 0.27 2.5 3.22 224.948 74.858 13.482
K6 N8 0.27 2 3.22 168.292 61.179 58.71
K7 N11 0.27 3 3.22 161.737 44.344 29.228K8 N15 0.15 0.8 3.22 9.149 6.237 2.94
K9 N3 0.2 0.3 3.22 36.266 16.409 14.678
K18 VOILE N5 0.2 34.46 3.22 54.59 15.63 30.5
K19 VOILE N5 0.2 34.46 3.22 102.082 33.244 40.195
K20 VOILE N5 0.2 34.46 3.22 92.53 29.46 36.41
K21 VOILE N5 0.2 34.46 3.22 100.37 32.71 38.137
K22 VOILE N5 0.2 34.46 3.22 85.93 25.38 36.29
K23 VOILE N5 0.2 34.46 3.22 68.82 19.26 34.4
CH VOILE N5 0.2 34.46 3.22 12.84 3.3 10.89
K1 VOILE N6 0.2 34.46 3.22 35.28 10.34 25.5
K2 VOILE N6 0.2 34.46 3.22 106.97 30.6 47.11
K3 VOILE N6 0.2 34.46 3.22 78.12 21.8 59.7
CH1 VOILE N6 0.2 34.46 3.22 10 1.7 16.7
CH2 VOILE N6 0.2 34.46 3.22 21.13 5.38 2.4
CH3 VOILE N6 0.2 34.46 3.22 2.92 2.13 1.7
CH4 VOILE N7/ V4 0.2 21.43 3.22 1 1.2 6.5
CH5 VOILE N7/ V4 0.2 21.43 3.22 43 12.9 41.59
CH6 VOILE N7/ V4 0.2 21.43 3.22 70.54 20.43 48.9
CH7 VOILE N7/ V4 0.2 21.43 3.22 12.85 3.3 10.9
G1 = Q = G2 =
3467 1144 1081
G1 + G2 =G 4549 tonnes
Q = 1144 tonnes
G+Q = 5692 tonnes
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a b
c P1 P2
L
H
a' b'
DONNEES
semelles exc, L= 4.87 m
G1= 0.36435 MN c = 0 m
Q1= 0.049934 MN a = 0.5 m
delta G1= 0 MN a' = 1.85 m Second ct de la semelle
P.propre semell 0.0108 MN
semelles cent, b = 0.5 m
G2= 0.5481553 MN b' = 2.9 m
Q2= 0.09546 MN fe = 400 Mpa
delta G2= 0.004 MN fc28= 20 Mpa
1/ Recherche des diagrammes des moments et efforts tranchants
it de la longrine H = 0.8 m On vrifie si H/L/10 OUI b0= 0.2 m
0.675 m a'/2+0,35*a = 1.1 2e>a'/2+0,35*a : forte excentricit
P1u= 1,35G1+1,5Q1 0.5667735 P1 ser=G1+Q1 0.414284
R = P1L/(L-e) 0.65797067 0.65797067 Vu = P1+ 1,35*Poids Propre Semelle excentre
E = R-P1= P1e/(L-e) 0.09119717 0.09119717 Mu =
V1= R(a+c)/a' - P1 -0.38894359 -0.38894359
V2= R-P1= E 0.09119717 0.09119717x0= a'P1/R 1.59358316 1.59358316
M0= P1e(1-a'/(2L)) -0.30990698 -0.30990698
2/ Verification de la contrainte maxi sur le sol
sous ponderation ELU
p = Pser/S 0.12420278 Mpa
p
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Nser
sem. Excent.
Rep. Nser a (m) A (m) l(m) R(T) V1(T)
LR1 36 0.2 1.2 4.6 40.3902439 -29.26829268
LR2 38 0.2 1.2 4.3 43 -30.83333333
LR3 24 0.15 1 3.4 27.42857143 -19.88571429
LR4 22 0.2 1.1 2.2 27.65714286 -16.97142857
LR5 17.16 0.15 0.8 3.63 18.84744327 -13.62610439
LR6 43 0.2 1.25 3.63 50.2705314 -34.95671498
LR7 9 0.15 0.6 3.63 9.594713656 -6.601321586
LR8 23 0.2 0.8 1.8 27.6 -16.1LR9 40 0.2 1.3 3 48.97959184 -32.46467818
LR10 50 0.2 1.5 4 59.70149254 -42.039801
fc28 (t /m) 2500 t/m
V1 th u bo d h1 Mo(T,m)
-29.26829268 325 0.2 -0.450281426 0.500312695 -15.65217391
-30.83333333 325 0.2 -0.474358974 0.527065527 -16.34883721
-19.88571429 325 0.15 -0.407912088 0.453235653 -8.7
-16.97142857 325 0.2 -0.261098901 0.29010989 -7.425
-13.62610439 325 0.15 -0.279509834 0.310566482 -4.962454545
-34.95671498 325 0.2 -0.537795615 0.597550683 -18.68811983
-6.601321586 325 0.2 -0.101558794 0.112843104 -1.857644628
-16.1 325 0.2 -0.247692308 0.275213675 -5.366666667
-32.46467818 325 0.2 -0.499456587 0.554951764 -17.23333333
-42.039801 325 0.2 -0.646766169 0.718629077 -26.40625
Long r ines de redresseme
long. De Redres.: ep. bo
Sect ion des longr ines de redressement
longueur l (m)
a
A
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Rep. bo h
LR1 0.2 0.62
LR2 0.25 0.63
LR3 0.2 0.53
LR4 0.2 0.43
LR5 0.15 0.4
LR6 0.15 0.67LR7 0.2 0.22
LR8 0.2 0.36
LR9 0.2 0.65
LR10 0.2 0.79
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h
sem. Cent.
V2(T) xo(m) Mo(T,m) soulvement E
4.390243902 1.069565217 -15.65217391 4.390243902
5 1.060465116 -16.34883721 5
3.428571429 0.875 -8.7 3.428571429
5.657142857 0.875 -7.425 5.657142857
1.687443268 0.728374656 -4.962454545 1.687443268
7.270531401 1.069214876 -18.68811983 7.270531401
0.594713656 0.562809917 -1.857644628 0.594713656
4.6 0.666666667 -5.366666667 4.68.979591837 1.061666667 -17.23333333 8.979591837
9.701492537 1.25625 -26.40625 9.701492537
Fbu d d h2
1416.666667 -0.297005198 0.55 0.62
1416.666667 -0.310224615 0.56 0.63
1416.666667 -0.220113852 0.47 0.53
1416.666667 -0.140891841 0.38 0.43
1416.666667 -0.125552297 0.36 0.4
1416.666667 -0.35461328 0.6 0.67
1416.666667 -0.035249424 0.19 0.22
1416.666667 -0.101834282 0.32 0.36
1416.666667 -0.327008223 0.58 0.65
1416.666667 -0.501067362 0.71 0.79
t
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