centre torsion poteau x

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PLANCHER HAUT Coffrage Coffrage Inertie/x Inertie/y Poteau(Axe) Dx(cm) Dy(cm) Ix(dm4) Iy(dm4) xi(dm) yi(dm) P3 (A-1) 25.0 35.0 8.9323 4.5573 74.5 96.7 P3 (A-2) 35.0 25.0 4.5573 8.9323 74.5 74.1 P1(A-3) 25.0 25.0 3.2552 3.2552 74.5 44.2 P3(A-5) 25.0 35.0 8.9323 4.5573 74.5 0.0 P3(B-2) 25.0 35.0 8.9323 4.5573 52.4 74.1 P1(B-3) 25.0 25.0 3.2552 3.2552 52.4 44.2 P3(C-1) 35.0 25.0 4.5573 8.9323 37.5 96.7 P3(C-2) 25.0 35.0 8.9323 4.5573 37.5 74.1 P3(C-4) 25.0 35.0 8.9323 4.5573 37.5 38.5 P3(C-5) 35.0 25.0 4.5573 8.9323 37.5 0.0 P3(D-1) 25.0 35.0 8.9323 4.5573 0.0 96.7 P3(D-2) 35.0 25.0 4.5573 8.9323 0.0 74.1 P3(D-4) 35.0 25.0 4.5573 8.9323 0.0 38.5 P3(D-5) 25.0 35.0 8.9323 4.5573 0.0 0.0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

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Page 1: Centre Torsion Poteau x

PLANCHER HAUT RDC

Coffrage Coffrage Inertie/x Inertie/y

Poteau(Axe) Dx(cm) Dy(cm) Ix(dm4) Iy(dm4) xi(dm) yi(dm)

P3 (A-1) 25.0 35.0 8.9323 4.5573 74.5 96.7

P3 (A-2) 35.0 25.0 4.5573 8.9323 74.5 74.1

P1(A-3) 25.0 25.0 3.2552 3.2552 74.5 44.2

P3(A-5) 25.0 35.0 8.9323 4.5573 74.5 0.0

P3(B-2) 25.0 35.0 8.9323 4.5573 52.4 74.1

P1(B-3) 25.0 25.0 3.2552 3.2552 52.4 44.2

P3(C-1) 35.0 25.0 4.5573 8.9323 37.5 96.7

P3(C-2) 25.0 35.0 8.9323 4.5573 37.5 74.1

P3(C-4) 25.0 35.0 8.9323 4.5573 37.5 38.5

P3(C-5) 35.0 25.0 4.5573 8.9323 37.5 0.0

P3(D-1) 25.0 35.0 8.9323 4.5573 0.0 96.7

P3(D-2) 35.0 25.0 4.5573 8.9323 0.0 74.1

P3(D-4) 35.0 25.0 4.5573 8.9323 0.0 38.5

P3(D-5) 25.0 35.0 8.9323 4.5573 0.0 0.0

0.0000 0.0000

0.0000 0.0000

0.0000 0.0000

Page 2: Centre Torsion Poteau x

PLANCHER HAUT RDC

Ix.yi.yi Iy.xi.xi Somme(Ix*yi) Somme(Iy*xi)

863.7526 339.5182 4974.4609 3008.0990

337.6953 665.4557 Somme(Ixi) Somme(Iyi)

143.8802 242.5130 91.8229 83.0729

0.0000 339.5182 CTorsion :Cx (m) Ctorsion : Cy (m)

661.8828 238.8021 3.62 5.42

143.8802 170.5729

440.6901 334.9609

661.8828 170.8984

343.8932 170.8984

0.0000 334.9609

863.7526 0.0000

337.6953 0.0000

175.4557 0.0000

0.0000 0.0000

0.0000 0.0000

0.0000 0.0000

0.0000 0.0000

Page 3: Centre Torsion Poteau x

PLANCHER HAUT 1ER ETAGE

Coffrage Coffrage Inertie/x Inertie/y

Poteau(Axe) Dx(cm) Dy(cm) Ix(dm4) Iy(dm4) xi(dm) yi(dm)

P3 (A-1) 25.0 30.0 5.6250 3.9063 74.5 96.7

P3 (A-2) 30.0 25.0 3.9063 5.6250 74.5 74.1

P1(A-3) 25.0 25.0 3.2552 3.2552 74.5 44.2

P3(A-5) 25.0 30.0 5.6250 3.9063 74.5 0.0

P3(B-2) 25.0 30.0 5.6250 3.9063 52.4 74.1

P1(B-3) 25.0 25.0 3.2552 3.2552 52.4 44.2

P3(C-1) 30.0 25.0 3.9063 5.6250 37.5 96.7

P3(C-2) 25.0 30.0 5.6250 3.9063 37.5 74.1

P3(C-4) 25.0 30.0 5.6250 3.9063 37.5 38.5

P3(C-5) 30.0 25.0 3.9063 5.6250 37.5 0.0

P3(D-1) 25.0 30.0 5.6250 3.9063 0.0 96.7

P3(D-2) 30.0 25.0 3.9063 5.6250 0.0 74.1

P3(D-4) 30.0 25.0 3.9063 5.6250 0.0 38.5

P3(D-5) 25.0 30.0 5.6250 3.9063 0.0 0.0

0.0000 0.0000

0.0000 0.0000

0.0000 0.0000

Page 4: Centre Torsion Poteau x

PLANCHER HAUT 1ER ETAGE

Ix.yi.yi Iy.xi.xi Somme(Ix*yi) Somme(Iy*xi)

543.9375 291.0156 3532.8542 2333.7109

289.4531 419.0625 Somme(Ixi) Somme(Iyi)

143.8802 242.5130 65.4167 61.9792

0.0000 291.0156 CTorsion :Cx (m) Ctorsion : Cy (m)

416.8125 204.6875 3.77 5.40

143.8802 170.5729

377.7344 210.9375

416.8125 146.4844

216.5625 146.4844

0.0000 210.9375

543.9375 0.0000

289.4531 0.0000

150.3906 0.0000

0.0000 0.0000

0.0000 0.0000

0.0000 0.0000

0.0000 0.0000

Page 5: Centre Torsion Poteau x

PLANCHER COUVERTURE

Coffrage Coffrage Inertie/x Inertie/y

Poteau(Axe) Dx(cm) Dy(cm) Ix(dm4) Iy(dm4) xi(dm) yi(dm)

P3 (A-1) 25.0 25.0 3.2552 3.2552 74.5 96.7

P3 (A-2) 25.0 25.0 3.2552 3.2552 74.5 74.1

P1(A-3) 0.0 0.0 0.0000 0.0000 74.5 44.2

P3(A-5) 0.0 0.0 0.0000 0.0000 74.5 0.0

P3(B-2) 25.0 25.0 3.2552 3.2552 52.4 74.1

P1(B-3) 0.0 0.0 0.0000 0.0000 52.4 44.2

P3(C-1) 25.0 25.0 3.2552 3.2552 37.5 96.7

P3(C-2) 25.0 25.0 3.2552 3.2552 37.5 74.1

P3(C-4) 0.0 0.0 0.0000 0.0000 37.5 38.5

P3(C-5) 0.0 0.0 0.0000 0.0000 37.5 0.0

P3(D-1) 25.0 25.0 3.2552 3.2552 0.0 96.7

P3(D-2) 25.0 25.0 3.2552 3.2552 0.0 74.1

P3(D-4) 0.0 0.0 0.0000 0.0000 0.0 38.5

P3(D-5) 0.0 0.0 0.0000 0.0000 0.0 0.0

0.0000 0.0000

0.0000 0.0000

0.0000 0.0000

Page 6: Centre Torsion Poteau x

PLANCHER COUVERTURE

Ix.yi.yi Iy.xi.xi Somme(Ix*yi) Somme(Iy*xi)

314.7786 242.5130 1909.1797 899.7396

241.2109 242.5130 Somme(Ixi) Somme(Iyi)

0.0000 0.0000 22.7865 22.7865

0.0000 0.0000 CTorsion :Cx (m) Ctorsion : Cy (m)

241.2109 170.5729 3.95 8.38

0.0000 0.0000

314.7786 122.0703

241.2109 122.0703

0.0000 0.0000

0.0000 0.0000

314.7786 0.0000

241.2109 0.0000

0.0000 0.0000

0.0000 0.0000

0.0000 0.0000

0.0000 0.0000

0.0000 0.0000

Page 7: Centre Torsion Poteau x

PLANCHER HAUT RDC

Coffrage Coffrage Inertie/x Inertie/y

Poteau(Axe) Dx(cm) Dy(cm) Ix(dm4) Iy(dm4) xi(dm) yi(dm)

P3 (A-1) 60.0 30.0 13.5000 54.0000 0.0 0.0

P3 (A-2) 60.0 30.0 13.5000 54.0000 0.0 40.0

P1(A-3) 30.0 60.0 54.0000 13.5000 0.0 80.0

P3(A-5) 30.0 60.0 54.0000 13.5000 0.0 120.0

P3(B-1) 60.0 30.0 13.5000 54.0000 50.0 0.0

P1(B-2) 60.0 30.0 13.5000 54.0000 50.0 40.0

P3(B-3) 30.0 60.0 54.0000 13.5000 50.0 80.0

P3(B-4) 30.0 60.0 54.0000 13.5000 50.0 120.0

P3(C-1) 60.0 30.0 13.5000 54.0000 70.0 0.0

P3(C-2) 60.0 30.0 13.5000 54.0000 70.0 40.0

P3(C-3) 30.0 60.0 54.0000 13.5000 70.0 80.0

P3(C-4) 30.0 60.0 54.0000 13.5000 70.0 120.0

P3(D-1) 60.0 30.0 13.5000 54.0000 120.0 0.0

P3(D-2) 60.0 30.0 13.5000 54.0000 120.0 40.0

P3(D-3) 30.0 60.0 54.0000 13.5000 120.0 80.0

P3(D-4) 30.0 60.0 54.0000 13.5000 120.0 120.0

0.0000 0.0000

Page 8: Centre Torsion Poteau x

PLANCHER HAUT RDC

Ix.yi.yi Iy.xi.xi Somme(Ix*yi) Somme(Iy*xi)

0.0000 0.0000 45360.0000 32400.0000

540.0000 0.0000 Somme(Ixi) Somme(Iyi)

4320.0000 0.0000 540.0000 540.0000

6480.0000 0.0000 CTorsion :Cx ( Ctorsion : Cy (m)

0.0000 2700.0000 6.00 8.40

540.0000 2700.0000

4320.0000 675.0000

6480.0000 675.0000

0.0000 3780.0000

540.0000 3780.0000

4320.0000 945.0000

6480.0000 945.0000

0.0000 6480.0000

540.0000 6480.0000

4320.0000 1620.0000

6480.0000 1620.0000

0.0000 0.0000