Longrine de redressement retouchée

7/22/2019 Longrine de redressement retouche

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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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Longrine de redressement retouchée

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