WIND CALCULATION.xls

7/22/2019 WIND CALCULATION.xls

1/31

Calculation of Wind pressure on Extrusion structure : (Closed portion only)

53

Inputs :

Length of Structure : l = 53 m

Width of structure : w = 40 m X

Height of structure : h = 31.4 m 40

Percentage of openings : 10 % (Assumed) Z

Basic Wind speed : Vb = 44 m/s

Internal pressure co-efficient as per CL.6.2.3 of IS:875 (3)-1987

Cpi = (+/-) 0.50

External pressure co-efficient as per Table-4 of IS:875 (3)-1987

A B

h/w = 0.785 1/2 < h/w < 3/2

l/w = 1.325 1 < l/w < 3/2

Hence using External co-efficient for above calculated ratios

Calculation of Wind in X-Direction with internal pressure: (Wx+ve + IP)

-0.6

0.7 -0.25 + = 0.2

-0.6

+

Calculation of Wind in X-Direction with Internal Suction: (Wx+ve - IS)

-0.6

0.7 -0.25 - = 1.2

-0.6

-

C

-1.1

-1.1

-0.5

Cpe Cpi

D

-0.1

0.5

-0.1

Cpe Cpi


2/31

Calculation of Wind in (-ve) X-Direction with internal pressure: (Wx-ve + IP)

-0.6

-0.25 0.7 + = -0.75

-0.6

+

Calculation of Wind in (-ve) X-Direction with Internal Suction: (Wx-ve - IS)

-0.6

-0.25 0.7 - = 0.25

-0.6

-

Calculation of Wind in Z-Direction with internal pressure: (Wz+ve + IP)

0.7

-0.6 -0.6 + = -1.1

-0.25

+

Calculation of Wind in Z-Direction with Internal Suction: (Wz+ve - IS)

0.7

-0.6 -0.6 - = -0.1

-0.25

-

Cpi

1.2

0.5

0.25

Cpe Cpi

0.5

-0.1

Cpe Cpi

0.2

-0.5

-0.75

Cpe

-1.1

-0.5

-1.1

Cpe Cpi

-0.1


3/31

Calculation of Wind in (-ve) Z-Direction with internal pressure: (Wz-ve + IP)

-0.25

-0.6 -0.6 + = -1.1

0.7

+

Calculation of Wind in (-ve) Z-Direction with Internal Suction: (Wz-ve - IS)

-0.25

-0.6 -0.6 - = -0.1

0.7

-

UDL to be applied on Extenal columns of Extruder structure :

Vb = 44 m/s

Height K2 Pz kN/m2

10 0.98 1.12

15 1.02 1.21

20 1.05 1.28

30 1.1 1.41

50 1.15 1.54

Co-efficient values "(+/-)Cf" are defined as per Staad Axis.

Basic load no : 31 Wx+ve + IP Basic load no : 32 Wx+

FACE -A (X-Direction) FACE -A (X-Direction)

Ht Pz Eff. width UDL Ht

(m) (kN/m2) B (m) kN/m (m) (kN/

10 1.12 5 0.2 1.1 10 1

15 1.21 5 0.2 1.2 15 1

20 1.28 5 0.2 1.3 20 1

30 1.41 5 0.2 1.4 30 150 1.54 5 0.2 1.5 50 1

10 1.12 10 0.2 2.2 10 1

15 1.21 10 0.2 2.4 15 1

20 1.28 10 0.2 2.6 20 1

30 1.41 10 0.2 2.8 30 1

50 1.54 10 0.2 3.1 50 1

FACE -B (X-Direction) FACE -B (X-Direction)


(m) (kN/m2) B (m) kN/m (m) (kN/

10 1.12 5 0.75 4.2 10 1

15 1.21 5 0.75 4.5 15 1

20 1.28 5 0.75 4.8 20 1

30 1.41 5 0.75 5.3 30 150 1.54 5 0.75 5.8 50 1

10 1.12 10 0.75 8.4 10 1

A2

Column nos

C5/C4/A4/A2/A3/B2/

B1

Column nos

G5/G1G5/G1

Cpe Cpi

Cf

C5/C4/A4/A3/B2/B1

Column nos Cf

Column nos

A2

0.2

Cpe Cpi

1.2

0.25

0.5

-0.75

-0.5


4/31

20 1.28 11.5 -1.1 -16.2 20 1

30 1.41 11.5 -1.1 -17.8 30 1

50 1.54 11.5 -1.1 -19.4 50 1

F5F5


5/31

FACE -D (Z-Direction) FACE -D (Z-Direction)


(m) (kN/m2) B (m) kN/m (m) (kN/

10 1.12 3 1.1 3.7 10 1

15 1.21 3 1.1 4.0 15 1

20 1.28 3 1.1 4.2 20 130 1.41 3 1.1 4.6 30 1

50 1.54 3 1.1 5.1 50 1

10 1.12 5 1.1 6.1 10 1

15 1.21 5 1.1 6.6 15 1

20 1.28 5 1.1 7.0 20 1

30 1.41 5 1.1 7.7 30 1

50 1.54 5 1.1 8.4 50 1

10 1.12 11.5 1.1 14.1 10 1

15 1.21 11.5 1.1 15.3 15 1

20 1.28 11.5 1.1 16.2 20 1

30 1.41 11.5 1.1 17.8 30 1

50 1.54 11.5 1.1 19.4 50 1

10 1.12 10 1.1 12.3 10 1

15 1.21 10 1.1 13.3 15 120 1.28 10 1.1 14.1 20 1

30 1.41 10 1.1 15.5 30 1

50 1.54 10 1.1 16.9 50 1

10 1.12 8.5 1.1 10.4 10 1

15 1.21 8.5 1.1 11.3 15 1

20 1.28 8.5 1.1 12.0 20 1

30 1.41 8.5 1.1 13.1 30 1

50 1.54 8.5 1.1 14.4 50 1

10 1.12 6.5 1.1 8.0 10 1

15 1.21 6.5 1.1 8.6 15 1

20 1.28 6.5 1.1 9.2 20 1

30 1.41 6.5 1.1 10.0 30 1

50 1.54 6.5 1.1 11.0 50 1

Basic load no : 33 Wx-ve + IP Basic load no : 34 Wx-



(m) (kN/m2) B (m) kN/m (m) (kN/

10 1.12 5 -0.75 -4.2 10 1

15 1.21 5 -0.75 -4.5 15 1

20 1.28 5 -0.75 -4.8 20 1

30 1.41 5 -0.75 -5.3 30 1

50 1.54 5 -0.75 -5.8 50 1


Ht Pz Eff. width UDL Ht (m) (kN/m

2) B (m) kN/m (m) (kN/

10 1.12 5 -0.2 -1.1 10 1

15 1.21 5 -0.2 -1.2 15 1

20 1.28 5 -0.2 -1.3 20 1

30 1.41 5 -0.2 -1.4 30 1

50 1.54 5 -0.2 -1.5 50 1

10 1.12 10 -0.2 -2.2 10 1

15 1.21 10 -0.2 -2.4 15 1

20 1.28 10 -0.2 -2.6 20 1

30 1.41 10 -0.2 -2.8 30 1

50 1.54 10 -0.2 -3.1 50 1

FACE -C (Z-Direction) FACE -C (Z-Direction)


2) B (m) kN/m (m) (kN/

10 1.12 3 -1.1 -3.7 10 1

G5/G1 G5/G1

G2/G3/G4 G2/G3/G4

Column nos Cf Column nos

C5/C4/A4/A2/A3/B2/

B1

C5/C4/A4/A2/A3/B2/

B1


B1

C1/F1

D1

E1

G1


D1

E1

Column nos

A2/B2

G1

Column nos

B1

C1/F1

Cf

A2/B2


6/31



(m) (kN/m2) B (m) kN/m (m) (kN/

10 1.12 3 1.1 3.7 10 1

15 1.21 3 1.1 4.0 15 120 1.28 3 1.1 4.2 20 1

30 1.41 3 1.1 4.6 30 1

50 1.54 3 1.1 5.1 50 1

10 1.12 5 1.1 6.1 10 1

15 1.21 5 1.1 6.6 15 1

20 1.28 5 1.1 7.0 20 1

30 1.41 5 1.1 7.7 30 1

50 1.54 5 1.1 8.4 50 1

10 1.12 11.5 1.1 14.1 10 1

15 1.21 11.5 1.1 15.3 15 1

20 1.28 11.5 1.1 16.2 20 1

30 1.41 11.5 1.1 17.8 30 1

50 1.54 11.5 1.1 19.4 50 1

10 1.12 10 1.1 12.3 10 115 1.21 10 1.1 13.3 15 1

20 1.28 10 1.1 14.1 20 1

30 1.41 10 1.1 15.5 30 1

50 1.54 10 1.1 16.9 50 1

10 1.12 8.5 1.1 10.4 10 1

15 1.21 8.5 1.1 11.3 15 1

20 1.28 8.5 1.1 12.0 20 1

30 1.41 8.5 1.1 13.1 30 1

50 1.54 8.5 1.1 14.4 50 1

10 1.12 6.5 1.1 8.0 10 1

15 1.21 6.5 1.1 8.6 15 1

20 1.28 6.5 1.1 9.2 20 1

30 1.41 6.5 1.1 10.0 30 1

50 1.54 6.5 1.1 11.0 50 1

Basic load no : 35 Wz+ve + IP Basic load no : 36 Wz+



(m) (kN/m2) B (m) kN/m (m) (kN/

10 1.12 5 -1.1 -6.1 10 1

15 1.21 5 -1.1 -6.6 15 1

20 1.28 5 -1.1 -7.0 20 1

30 1.41 5 -1.1 -7.7 30 1

50 1.54 5 -1.1 -8.4 50 1



(m) (kN/m2) B (m) kN/m (m) (kN/10 1.12 5 1.1 6.1 10 1

15 1.21 5 1.1 6.6 15 1

20 1.28 5 1.1 7.0 20 1

30 1.41 5 1.1 7.7 30 1

50 1.54 5 1.1 8.4 50 1

10 1.12 10 1.1 12.3 10 1

15 1.21 10 1.1 13.3 15 1

20 1.28 10 1.1 14.1 20 1

30 1.41 10 1.1 15.5 30 1

50 1.54 10 1.1 16.9 50 1



(m) (kN/m2) B (m) kN/m (m) (kN/10 1.12 3 0.2 0.7 10 1

15 1.21 3 0.2 0.7 15 1

G2/G3/G4 G2/G3/G4



G5/G1 G5/G1


C5/C4/A4/A2/A3/B2/

B1

C5/C4/A4/A2/A3/B2/

B1

D1 D1

E1 E1

G1 G1

A2/B2 A2/B2

B1 B1

C1/F1 C1/F1



7/31



(m) (kN/m2) B (m) kN/m (m) (kN/

10 1.12 3 0.75 2.5 10 1

15 1.21 3 0.75 2.7 15 1

20 1.28 3 0.75 2.9 20 130 1.41 3 0.75 3.2 30 1

50 1.54 3 0.75 3.5 50 1

10 1.12 5 0.75 4.2 10 1

15 1.21 5 0.75 4.5 15 1

20 1.28 5 0.75 4.8 20 1

30 1.41 5 0.75 5.3 30 1

50 1.54 5 0.75 5.8 50 1

10 1.12 11.5 0.75 9.6 10 1

15 1.21 11.5 0.75 10.4 15 1

20 1.28 11.5 0.75 11.0 20 1

30 1.41 11.5 0.75 12.1 30 1

50 1.54 11.5 0.75 13.2 50 1

10 1.12 10 0.75 8.4 10 1

15 1.21 10 0.75 9.1 15 120 1.28 10 0.75 9.6 20 1

30 1.41 10 0.75 10.5 30 1

50 1.54 10 0.75 11.5 50 1

10 1.12 8.5 0.75 7.1 10 1

15 1.21 8.5 0.75 7.7 15 1

20 1.28 8.5 0.75 8.2 20 1

30 1.41 8.5 0.75 9.0 30 1

50 1.54 8.5 0.75 9.8 50 1

10 1.12 6.5 0.75 5.4 10 1

15 1.21 6.5 0.75 5.9 15 1

20 1.28 6.5 0.75 6.2 20 1

30 1.41 6.5 0.75 6.9 30 1

50 1.54 6.5 0.75 7.5 50 1

Basic load no : 37 Wz-ve + IP Basic load no : 38 Wz-v



(m) (kN/m2) B (m) kN/m (m) (kN/

10 1.12 5 -1.1 -6.1 10 1

15 1.21 5 -1.1 -6.6 15 1

20 1.28 5 -1.1 -7.0 20 1

30 1.41 5 -1.1 -7.7 30 1

50 1.54 5 -1.1 -8.4 50 1



2) B (m) kN/m (m) (kN/

10 1.12 5 1.1 6.1 10 1

15 1.21 5 1.1 6.6 15 1

20 1.28 5 1.1 7.0 20 1

30 1.41 5 1.1 7.7 30 1

50 1.54 5 1.1 8.4 50 1

10 1.12 10 1.1 12.3 10 1

15 1.21 10 1.1 13.3 15 1

20 1.28 10 1.1 14.1 20 1

30 1.41 10 1.1 15.5 30 1

50 1.54 10 1.1 16.9 50 1



2) B (m) kN/m (m) (kN/

10 1.12 3 0.75 2.5 10 1

Cf Column nos

G2/G3/G4 G2/G3/G4

Column nos


G5/G1 G5/G1


C5/C4/A4/A2/A3/B2/

B1

C5/C4/A4/A2/A3/B2/

B1

D1 D1

E1 E1

G1 G1

A2/B2 A2/B2

B1 B1

C1/F1 C1/F1



8/31



(m) (kN/m2) B (m) kN/m (m) (kN/

10 1.12 3 0.2 0.7 10 1

15 1.21 3 0.2 0.7 15 1

20 1.28 3 0.2 0.8 20 130 1.41 3 0.2 0.8 30 1

50 1.54 3 0.2 0.9 50 1

10 1.12 5 0.2 1.1 10 1

15 1.21 5 0.2 1.2 15 1

20 1.28 5 0.2 1.3 20 1

30 1.41 5 0.2 1.4 30 1

50 1.54 5 0.2 1.5 50 1

10 1.12 11.5 0.2 2.6 10 1

15 1.21 11.5 0.2 2.8 15 1

20 1.28 11.5 0.2 2.9 20 1

30 1.41 11.5 0.2 3.2 30 1

50 1.54 11.5 0.2 3.5 50 1

10 1.12 10 0.2 2.2 10 1

15 1.21 10 0.2 2.4 15 120 1.28 10 0.2 2.6 20 1

30 1.41 10 0.2 2.8 30 1

50 1.54 10 0.2 3.1 50 1

10 1.12 8.5 0.2 1.9 10 1

15 1.21 8.5 0.2 2.1 15 1

20 1.28 8.5 0.2 2.2 20 1

30 1.41 8.5 0.2 2.4 30 1

50 1.54 8.5 0.2 2.6 50 1

10 1.12 6.5 0.2 1.5 10 1

15 1.21 6.5 0.2 1.6 15 1

20 1.28 6.5 0.2 1.7 20 1

30 1.41 6.5 0.2 1.8 30 1

50 1.54 6.5 0.2 2.0 50 1

C1/F1

Cf Column nos

B1

Column nos

C1/F1

D1 D1

G1 G1

A2/B2 A2/B2

B1

E1 E1


9/31

DEAD LOAD CALCULATION :

Inputs :

Unit wt of Soil below GL : gs = 18 kN/m3

Unit wt of Brick masonary : gb = 20 kN/m3

Unit wt of concrete : gc = 25 kN/m3

FLOOR ELEVATION : 100

(m) (m) (kN/m)

HVAC 4.5 0.35 31.5

Electrical 9.6 0.35 67.2

Width

of wall

Ht of

wall

Location/

Grid nos UDL


10/31

Pile capacities : Comp 2150 kN

Tens 700 kN

Shear 115 kN

Horizontal Vertical Horizontal Moment

Node L/C Fx kN Fy kN Fz kN Mx kNm My kNm Mz kNm

385 127 42.364 753.31 17.993 84.451 3.328 -189.923386 127 249.684 9866.229 177.054 100.624 8.008 -72.94

387 127 -196.816 10744.84 155.106 42.357 2.384 -81.02

388 127 62.462 3740.182 72.396 87.523 -1.629 -85.923

389 127 560.996 11105.04 154.998 91.481 1.584 -639.004

392 127 -12.628 731.771 13.299 53.095 0.004 55.113

393 127 126.687 3443.929 287.448 367.096 1.285 -227.859

394 127 -71.905 13321.97 89.729 259.963 11.537 -265.866

395 127 109.155 14282.72 44.339 151.054 1.515 -104.315

396 127 96.454 7181.884 184.248 179.368 -3.531 -81.555

397 127 -130.714 15576.72 150.223 237.276 6.131 -26.134

400 127 -12.628 731.771 -13.299 -53.095 -0.004 55.113

401 127 52.944 3163.752 -286.778 -101.966 5.947 -167.725

402 127 -21.097 8152.786 -207.419 -92.643 -8.17 10.811

403 127 32.509 7632.979 -155.788 -83.318 2.368 -78.029

404 127 31.133 5038.57 -255.944 -109.369 3.302 -78.397

405 127 -52.295 8231.916 -249.039 -68.947 -10.163 110.764

406 127 29.476 6886.26 -90.192 -121.782 1.234 26.065

407 127 158.932 2590.143 262.826 89.002 1.227 -187.79

408 127 -183.091 7201.625 -1.022 -5.903 -4.873 -13.707

409 127 -32.397 6862.997 2.238 6.682 12.372 107.909

410 127 252.31 3912.715 242.493 87.626 -2.772 -235.642411 127 -202.472 7809.675 1.948 8.004 -7.144 10.505

412 127 -47.186 6507.039 85.978 156.004 8.765 158.475

413 127 265.765 2065.259 -289.23 -248.555 1.881 -102.567

414 127 -280.256 4734.761 -22.391 -122.79 -16.636 210.604

415 127 -48.271 4298.352 -32.154 -160.67 4.815 67.796

416 127 272.232 2651.358 -260.834 -231.906 -2.456 -139.809

417 127 -257.655 4784.175 -21.838 -116.635 -22.946 177.508

418 127 20.076 4111.226 -142.194 -79.81 14.984 7.234

419 127 80.427 1514.967 161.19 137.565 -3.417 -115.685

420 127 46.313 1667.786 -186.01 -113.033 2.594 -149.679

421 127 103.495 717.59 28.658 16.766 4.654 -130.508

451 127 -686.287 10140.13 137.82 7.563 92.779 -5042.15

452 127 -195.89 13009.7 -13.864 -37.682 14.872 -7156.84

453 127 -1.447 153.419 -2.313 30.972 -0.697 4.758

454 127 0.183 150.779 -10.553 -5.75 3.575 0.212

455 127 0.914 162.362 -12.609 -16.547 -2.922 -1.9

456 127 0.271 151.351 -10.293 -4.215 5.352 -0.032

457 127 -1.162 144.994 -6.552 12.382 -2.419 3.916

458 127 -1.875 155.988 -5.437 15.146 -1.462 5.958


11/31

459 127 1.131 130.606 -1.058 20.501 -0.074 -2.505

460 127 2.651 135.604 1.861 -16.292 -0.75 -7.031

1495 127 -104.58 2104.013 18.989 -8.91 5.891 88.343

1501 127 -57.204 2302.656 -14.705 5.1 5.507 -82.97

1523 127 -0.706 160.527 0.679 2.727 0 2.735


12/31

MAX No of piles

COMP TENS SHEAR

0 0 05 3 5

5 2 5

2 1 2

5 5 5

0 0 0

2 3 3

6 1 6

7 1 7

3 2 3

7 2 7

0 0 0

1 3 3

4 2 4

4 1 4

2 2 2

4 2 4

3 1 3

1 3 3

3 2 3

3 0 3

2 3 34 2 4

3 1 3

1 3 3

2 2 2

2 1 2

1 3 3

2 2 2

2 1 2

1 2 2

1 2 2

0 1 1

5 6 6

6 2 6

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

NO OF PILES REQUIRES


13/31

0 0 0

0 0 0

1 1 1

1 1 1

0 0 0


14/31


Vb = 44 m/s

Height K2 Pz kN/m2

10 0.98 1.1215 1.02 1.21 Assume : Col width = 0.6 m

20 1.05 1.28 Beam depth = 0.5 m

30 1.1 1.41 Bracing = 0.18 m

50 1.15 1.54

100 1.22 1.73

Wind load on open structure :

Total projected area : A = 474 m2

Effective member areas : Ao = 138.48 m2

Solidity ratio : S = 0.292

Cf = 1.8 (max)

Frame spacing ratio : FSR = 1.3

Shielding factor : SF = 0.93

(Sa/g) for 5.0% Damping :

0 0.095; 0.05 0.2; 0.1 0.218; 0.13 0.223; 0.2 0.223; 0.27 0.223; 0.3 0.223;

0.4 0.207; 0.5 0.181; 0.6 0.162; 0.8 0.14; 1 0.121; 1.2 0.102; 1.4 0.089;

1.6 0.078; 1.8 0.067; 2 0.063; 2.4 0.055; 2.8 0.047; 3 0.045; 3.2 0.042;

3.4 0.04; 3.6 0.038; 3.8 0.036; 4 0.034; 4.2 0.032; 4.4 0.031; 4.6 0.029;

4.8 0.028; 5 0.027;

***************************************************************************

**RESPONSE SPECTRUM ANALYSIS

*AS IS 1893(IV):2005 TABLE -5 (SL no 99) TECHNOLOGICAL STRUCTURE IS IN CATEGORY 2*ZONE FACTOR (AS PER IS 1893(I):2002 ANNEX E) : Z = 0.16(=1 FOR SITE SPECTRA)

*IMPORTANCE FACTOR (AS PER IS 1893(IV):2005 TABLE 2) : I = 1.75

*RESPONSE REDUCTION FACTOR (AS PER IS 1893(IV):2005 TABLE 3) : R = 4.00

*g = 9.81

*AS PER IS 1893(IV):2005 CL 8.3.1 USING SITE SPECTRA :I/R = 0.45

*TIME PERIOD BY STADD = 1.15 secs = SA/G = 0.137

* AH2 = (I/R)*(Sa/g) = (1.75/4)x(0.137)

** AH2 = 0.06


15/31

**TIME PERIOD BY EMPERICAL FORMULA

**Ta = 0.085*40.75^0.75 => 1.37 => Sa/g = 1.4 x (1.67/1.37) = 1.7

*HORZ SEISMIC CO-EFF => AH1 = (Z/2) x (I/R) x (Sa/g)

* = (0.16/2) x (1.75/4) x (1.7)

* = 0.06

***AH1/AH2 = 0.06/0.06 = 1.0

**HENCE ACC SCALE FACTOR FOR SITE SPECTRA (SA/G) = 1 x 9.81 = 9.81******************************************************

SPECTRUM SRSS 1893 TOR X 0.45 ACC SCALE 9.81 DAMP 0.02


16/31

***


17/31


18/31


19/31

Calculation of Wind pressure on Extrusion structure : (Closed portion only)

53

Inputs :

Length of Structure : l = 53 m

Width of structure : w = 40 m X

Height of structure : h = 31.4 m 40

Percentage of openings : 12 % Z

Basic Wind speed : Vb = 44 m/s

Internal pressure co-efficient as per CL.6.2.3 of IS:875 (3)-1987

Cpi = (+/-) 0.50

External pressure co-efficient as per Table-4 of IS:875 (3)-1987

A B

h/w = 0.785 1/2 < h/w < 3/2

l/w = 1.325 1 < l/w < 3/2

Hence using External co-efficient for above calculated ratiosCalculation of Wind in X-Direction with internal pressure: (Wx+ve + IP)

-0.6

0.7 -0.25 + = 0.2 -0.

-0.6

+

Calculation of Wind in X-Direction with Internal Suction: (Wx+ve - IS)

-0.6

0.7 -0.25 - = 1.2 0.2

-0.6

-

0.5

-0.1

Cpe Cpi

-0.5

-1.1

Cpe Cpi

-0.1

C

D

-1.1


20/31

Calculation of Wind in (-ve) X-Direction with internal pressure: (Wx-ve + IP)

-0.6

-0.25 0.7 + = -0.75 0.2

-0.6

+

Calculation of Wind in (-ve) X-Direction with Internal Suction: (Wx-ve - IS)

-0.6

-0.25 0.7 - = 0.25 1.2

-0.6

-

Calculation of Wind in Z-Direction with internal pressure: (Wz+ve + IP)

0.7

-0.6 -0.6 + = -1.1 -1.

-0.25

+

Calculation of Wind in Z-Direction with Internal Suction: (Wz+ve - IS)

0.7

-0.6 -0.6 - = -0.1 -0.

-0.25

-

Calculation of Wind in (-ve) Z-Direction with internal pressure: (Wz-ve + IP)

-0.25

-0 6 -0 6 + = -1 1 -1-0 5

0.5

0.25

Cpe Cpi

-0.75

-0.5

-0.75

Cpe Cpi

1.2

0.5

-0.1

Cpe Cpi

0.2

-0.5

-1.1

Cpe Cpi

-0.1

-1.1


21/31

-0.6 -0.6 - = -0.1 -0

0.7

-


Vb = 44 m/s

Height K2 Pz kN/m2

50 1.14 1.51

10 0.99 1.14 60 1.15 1.54

15 1.03 1.23 70 1.16 1.57

20 1.06 1.31 80 1.18 1.61

30 1.09 1.38 90 1.19 1.64

50 1.14 1.51 100 1.2 1.67

Co-efficient values "(+/-)Cf" are defined as per Staad Axis.

0.5

1.2

Cpe Cpi


22/31

Basic load no : 31 Wx+ve + IP Basic load no : 32 Wx+ve - IS


Ht Pz Eff. width UDL Ht Pz Ef

(m) (kN/m2) B (m) kN/m (m) (kN/m

2)

10 1.14 5 0.2 1.1 10 1.14

15 1.23 5 0.2 1.2 15 1.23

20 1.31 5 0.2 1.3 20 1.31

30 1.38 5 0.2 1.4 30 1.3810 1.14 10 0.2 2.3 10 1.14

15 1.23 10 0.2 2.5 15 1.23

20 1.31 10 0.2 2.6 20 1.31

30 1.38 10 0.2 2.8 30 1.38




2)

10 1.14 5 0.75 4.3 10 1.14

15 1.23 5 0.75 4.6 15 1.23

20 1.31 5 0.75 4.9 20 1.31

30 1.38 5 0.75 5.2 30 1.38

10 1.14 10 0.75 8.5 10 1.14

15 1.23 10 0.75 9.2 15 1.23

20 1.31 10 0.75 9.8 20 1.31

30 1.38 10 0.75 10.4 30 1.38




2)

10 1.14 3 -1.1 -3.8 10 1.14

10 1.14 8 -1.1 -10.0 10 1.14

10 1.14 5 -1.1 -6.3 10 1.14

10 1.14 6.5 -1.1 -8.1 10 1.14

15 1.23 6.5 -1.1 -8.8 15 1.23

20 1.31 6.5 -1.1 -9.3 20 1.31

30 1.38 6.5 -1.1 -9.9 30 1.38

10 1.14 10 -1.1 -12.5 10 1.14

15 1.23 10 -1.1 -13.6 15 1.23

20 1.31 10 -1.1 -14.4 20 1.31

30 1.38 10 -1.1 -15.2 30 1.38

10 1.14 8.5 -1.1 -10.6 10 1.14

15 1.23 8.5 -1.1 -11.5 15 1.23

20 1.31 8.5 -1.1 -12.2 20 1.31

30 1.38 8.5 -1.1 -12.9 30 1.38

10 1.14 11.5 -1.1 -14.4 10 1.14

15 1.23 11.5 -1.1 -15.6 15 1.23

20 1.31 11.5 -1.1 -16.5 20 1.31

30 1.38 11.5 -1.1 -17.5 30 1.38




2)

10 1.14 3 1.1 3.8 10 1.14

10 1.14 5 1.1 6.3 10 1.14

15 1.23 5 1.1 6.8 15 1.23

10 1.14 11.5 1.1 14.4 10 1.14

15 1.23 11.5 1.1 15.6 15 1.23

20 1.31 6.5 1.1 9.3 20 1.31

30 1.38 6.5 1.1 9.9 30 1.38

10 1.14 10 1.1 12.5 10 1.14

15 1.23 10 1.1 13.6 15 1.23

20 1.31 6.5 1.1 9.3 20 1.31

30 1.38 6.5 1.1 9.9 30 1.38

10 1.14 8.5 1.1 10.6 10 1.14

15 1.23 8.5 1.1 11.5 15 1.2310 1.14 6.5 1.1 8.1 10 1.14

15 1.23 6.5 1.1 8.8 15 1.23

D1 D1

E1 E1

G1 G1

A2/B2 A2/B2

B1 B1

C1/F1 C1/F1

F5 F5


C5/G5 C5/G5

D5 D5

E5 E5

A4 A4

B4 B4

C4 C4

G5/G1 G5/G1

G2/G3/G4 G2/G3/G4


C5/C4/A4/A3/B2/B1C5/C4/A4/A2/A3/B2/

B1

A2 A2




23/31

Basic load no : 33 Wx-ve + IP Basic load no : 34 Wx-ve - IS




2)

10 1.14 5 -0.75 -4.3 10 1.14

15 1.23 5 -0.75 -4.6 15 1.23

20 1.31 5 -0.75 -4.9 20 1.31

30 1.38 5 -0.75 -5.2 30 1.3810 1.14 10 -0.75 -8.5 10 1.14

15 1.23 10 -0.75 -9.2 15 1.23

20 1.31 10 -0.75 -9.8 20 1.31

30 1.38 10 -0.75 -10.4 30 1.38




2)

10 1.14 5 -0.2 -1.1 10 1.14

15 1.23 5 -0.2 -1.2 15 1.23

20 1.31 5 -0.2 -1.3 20 1.31

30 1.38 5 -0.2 -1.4 30 1.38

10 1.14 10 -0.2 -2.3 10 1.14

15 1.23 10 -0.2 -2.5 15 1.23

20 1.31 10 -0.2 -2.6 20 1.31

30 1.38 10 -0.2 -2.8 30 1.38




2)

10 1.14 3 -1.1 -3.8 10 1.14

10 1.14 8 -1.1 -10.0 10 1.14

10 1.14 5 -1.1 -6.3 10 1.14

10 1.14 6.5 -1.1 -8.1 10 1.14

15 1.23 6.5 -1.1 -8.8 15 1.23

20 1.31 6.5 -1.1 -9.3 20 1.31

30 1.38 6.5 -1.1 -9.9 30 1.38

10 1.14 10 -1.1 -12.5 10 1.14

15 1.23 10 -1.1 -13.6 15 1.23

20 1.31 10 -1.1 -14.4 20 1.31

30 1.38 10 -1.1 -15.2 30 1.38

10 1.14 8.5 -1.1 -10.6 10 1.14

15 1.23 8.5 -1.1 -11.5 15 1.23

20 1.31 8.5 -1.1 -12.2 20 1.31

30 1.38 8.5 -1.1 -12.9 30 1.38

10 1.14 11.5 -1.1 -14.4 10 1.14

15 1.23 11.5 -1.1 -15.6 15 1.23

20 1.31 11.5 -1.1 -16.5 20 1.31

30 1.38 11.5 -1.1 -17.5 30 1.38




2)

10 1.14 3 1.1 3.8 10 1.14

10 1.14 5 1.1 6.3 10 1.14

15 1.23 5 1.1 6.8 15 1.23

10 1.14 11.5 1.1 14.4 10 1.14

15 1.23 11.5 1.1 15.6 15 1.23

20 1.31 6.5 1.1 9.3 20 1.31

30 1.38 6.5 1.1 9.9 30 1.38

10 1.14 10 1.1 12.5 10 1.14

15 1.23 10 1.1 13.6 15 1.23

20 1.31 6.5 1.1 9.3 20 1.31

30 1.38 6.5 1.1 9.9 30 1.38

10 1.14 8.5 1.1 10.6 10 1.14

15 1.23 8.5 1.1 11.5 15 1.2310 1.14 6.5 1.1 8.1 10 1.14

15 1.23 6.5 1.1 8.8 15 1.23


C5/C4/A4/A3/B2/B1C5/C4/A4/A2/A3/B2/

B1

A2 A2


G5/G1 G5/G1

G2/G3/G4 G2/G3/G4


A4 A4

B4 B4

C4 C4

C5/G5 C5/G5

D5 D5

E5 E5

F5 F5


A2/B2 A2/B2

B1 B1

C1/F1 C1/F1

D1 D1

E1 E1

G1 G1


24/31

Basic load no : 35 Wz+ve + IP Basic load no : 36 Wz+ve - IS




2)

10 1.14 5 -1.1 -6.3 10 1.14

15 1.23 5 -1.1 -6.8 15 1.23

20 1.31 5 -1.1 -7.2 20 1.31

30 1.38 5 -1.1 -7.6 30 1.3810 1.14 10 -1.1 -12.5 10 1.14

15 1.23 10 -1.1 -13.6 15 1.23

20 1.31 10 -1.1 -14.4 20 1.31

30 1.38 10 -1.1 -15.2 30 1.38




2)

10 1.14 5 1.1 6.3 10 1.14

15 1.23 5 1.1 6.8 15 1.23

20 1.31 5 1.1 7.2 20 1.31

30 1.38 5 1.1 7.6 30 1.38

10 1.14 10 1.1 12.5 10 1.14

15 1.23 10 1.1 13.6 15 1.23

20 1.31 10 1.1 14.4 20 1.31

30 1.38 10 1.1 15.2 30 1.38




2)

10 1.14 3 0.2 0.7 10 1.14

10 1.14 8 0.2 1.8 10 1.14

10 1.14 5 0.2 1.1 10 1.14

10 1.14 6.5 0.2 1.5 10 1.14

15 1.23 6.5 0.2 1.6 15 1.23

20 1.31 6.5 0.2 1.7 20 1.31

30 1.38 6.5 0.2 1.8 30 1.38

10 1.14 10 0.2 2.3 10 1.14

15 1.23 10 0.2 2.5 15 1.23

20 1.31 10 0.2 2.6 20 1.31

30 1.38 10 0.2 2.8 30 1.38

10 1.14 8.5 0.2 1.9 10 1.14

15 1.23 8.5 0.2 2.1 15 1.23

20 1.31 8.5 0.2 2.2 20 1.31

30 1.38 8.5 0.2 2.3 30 1.38

10 1.14 11.5 0.2 2.6 10 1.14

15 1.23 11.5 0.2 2.8 15 1.23

20 1.31 11.5 0.2 3.0 20 1.31

30 1.38 11.5 0.2 3.2 30 1.38




2)

10 1.14 3 0.75 2.6 10 1.14

10 1.14 5 0.75 4.3 10 1.14

15 1.23 5 0.75 4.6 15 1.23

10 1.14 11.5 0.75 9.8 10 1.14

15 1.23 11.5 0.75 10.6 15 1.23

20 1.31 6.5 0.75 6.4 20 1.31

30 1.38 6.5 0.75 6.7 30 1.38

10 1.14 10 0.75 8.5 10 1.14

15 1.23 10 0.75 9.2 15 1.23

20 1.31 6.5 0.75 6.4 20 1.31

30 1.38 6.5 0.75 6.7 30 1.38

10 1.14 8.5 0.75 7.3 10 1.14

15 1.23 8.5 0.75 7.9 15 1.2310 1.14 6.5 0.75 5.6 10 1.14

15 1.23 6.5 0.75 6.0 15 1.23


C5/C4/A4/A3/B2/B1C5/C4/A4/A2/A3/B2/

B1

A2 A2


G5/G1 G5/G1

G2/G3/G4 G2/G3/G4


A4 A4

B4 B4

C4 C4

C5/G5 C5/G5

D5 D5

E5 E5

F5 F5


A2/B2 A2/B2

B1 B1

C1/F1 C1/F1

D1 D1

E1 E1

G1 G1


25/31

Basic load no : 37 Wz-ve + IP Basic load no : 38 Wz-ve - IS




2)

10 1.14 5 -1.1 -6.3 10 1.14

15 1.23 5 -1.1 -6.8 15 1.23

20 1.31 5 -1.1 -7.2 20 1.31

30 1.38 5 -1.1 -7.6 30 1.38

10 1.14 10 -1.1 -12.5 10 1.14

15 1.23 10 -1.1 -13.6 15 1.23

20 1.31 10 -1.1 -14.4 20 1.31

30 1.38 10 -1.1 -15.2 30 1.38




2)

10 1.14 5 1.1 6.3 10 1.14

15 1.23 5 1.1 6.8 15 1.23

20 1.31 5 1.1 7.2 20 1.31

30 1.38 5 1.1 7.6 30 1.38

10 1.14 10 1.1 12.5 10 1.14

15 1.23 10 1.1 13.6 15 1.23

20 1.31 10 1.1 14.4 20 1.31

30 1.38 10 1.1 15.2 30 1.38




2)

10 1.14 3 -0.75 -2.6 10 1.14

10 1.14 8 -0.75 -6.8 10 1.14

10 1.14 5 -0.75 -4.3 10 1.14

10 1.14 6.5 -0.75 -5.6 10 1.14

15 1.23 6.5 -0.75 -6.0 15 1.23

20 1.31 6.5 -0.75 -6.4 20 1.31

30 1.38 6.5 -0.75 -6.7 30 1.38

10 1.14 10 -0.75 -8.5 10 1.14

15 1.23 10 -0.75 -9.2 15 1.23

20 1.31 10 -0.75 -9.8 20 1.31

30 1.38 10 -0.75 -10.4 30 1.38

10 1.14 8.5 -0.75 -7.3 10 1.14

15 1.23 8.5 -0.75 -7.9 15 1.23

20 1.31 8.5 -0.75 -8.3 20 1.31

30 1.38 8.5 -0.75 -8.8 30 1.38

10 1.14 11.5 -0.75 -9.8 10 1.14

15 1.23 11.5 -0.75 -10.6 15 1.23

20 1.31 11.5 -0.75 -11.3 20 1.31

30 1.38 11.5 -0.75 -11.9 30 1.38

FACE -D (Z-Direction) FACE -D (Z-Direction)Ht Pz Eff. width UDL Ht Pz Ef


2)

10 1.14 3 -0.2 -0.7 10 1.14

10 1.14 5 -0.2 -1.1 10 1.14

15 1.23 5 -0.2 -1.2 15 1.23

10 1.14 11.5 -0.2 -2.6 10 1.14

15 1.23 11.5 -0.2 -2.8 15 1.23

20 1.31 6.5 -0.2 -1.7 20 1.31

30 1.38 6.5 -0.2 -1.8 30 1.38

10 1.14 10 -0.2 -2.3 10 1.14

15 1.23 10 -0.2 -2.5 15 1.23

20 1.31 6.5 -0.2 -1.7 20 1.31

30 1.38 6.5 -0.2 -1.8 30 1.38

10 1.14 8.5 -0.2 -1.9 10 1.1415 1.23 8.5 -0.2 -2.1 15 1.23

10 1.14 6.5 -0.2 -1.5 10 1.14


C5/C4/A4/A3/B2/B1C5/C4/A4/A2/A3/B2/

B1

A2 A2


G5/G1 G5/G1

G2/G3/G4 G2/G3/G4


A4 A4

B4 B4

C4 C4

C5/G5 C5/G5

D5 D5

E5 E5

F5 F5


A2/B2 A2/B2

B1 B1

C1/F1 C1/F1

D1 D1

E1 E1


26/31

Pile capacities : Comp 2150

Tens 700

Shear 115

Horizontal Vertical

Node L/C Fx kN Fy kN

Max Fx 393 167 1 DL 1 LL 1 PO 1 EO 1 EFL 1 TE -1 ALX 1 ALZ -1 EX -1 EQX 457.435 6854.275

Min Fx 393 114 0.9 DL 0.9 PE 0.9 EE 1 WX+VE - IS 1 TC -400.611 2385.58

Max Fy 393 184 1 DL 1 LL 1 PT 1 ET 0.25 WX-VE + IP 193.346 8145.7

Min Fy 393 113 0.9 DL 0.9 PE 0.9 EE 1 WX+VE - IS 1 TE -321.018 2327.383

Max Fz 393 162 1 DL 1 LL 1 PO 1 EO 1 EFL 1 TC 1 ALX -1 ALZ 1 WZ-VE - IS 77.8 6265.156

Min Fz 393 121 0.9 DL 0.9 PE 0.9 EE 1 WZ+VE - IS 1 TE 160.713 3457.902

Max Mx 393 125 0.9 DL 0.9 PE 0.9 EE 1 WZ-VE - IS 1 TE 111.03 2724.285

Min Mx 393 150 1 DL 1 LL 1 PO 1 EO 1 EFL 1 TC 1 ALX 1 ALZ 1 WZ+VE + IP 148.627 7022.642

Max My 393 150 1 DL 1 LL 1 PO 1 EO 1 EFL 1 TC 1 ALX 1 ALZ 1 WZ+VE + IP 148.627 7022.642

Min My 393 175 1 DL 1 LL 1 PO 1 EO 1 EFL 1 TE 1 ALX -1 ALZ -1 EZ -1 EQZ 146.97 6440.882

Max Mz 393 114 0.9 DL 0.9 PE 0.9 EE 1 WX+VE - IS 1 TC -400.611 2385.58

Min Mz 393 167 1 DL 1 LL 1 PO 1 EO 1 EFL 1 TE -1 ALX 1 ALZ -1 EX -1 EQX 457.435 6854.275


27/31

kN

kN

kN

Horizontal Moment COMP TENS SHEAR

Fz kN Mx kNm My kNm Mz kNm

154.301 -15.732 -13.072 -1562.58 3.188035 4.197898

263.121 363.437 25.589 1763.399 1.109572 4.167766

154.257 -120.479 0.733 -478.923 3.788698 2.150797

205.901 396.443 23.432 1329.576 1.082504 3.316314

309.081 430.057 -30.536 31.885 2.914026 2.771498

-20.048 -652.943 71.691 -496.416 1.608327 1.408336

243.779 603.802 -37.781 -317.858 1.267109 2.329329

47.976 -867.993 84.871 -202.768 3.266345 1.358073

47.976 -867.993 84.871 -202.768 3.266345 1.358073

249.788 466.972 -38.755 -364.78 2.995759 2.520153

263.121 363.437 25.589 1763.399 1.109572 4.167766

154.301 -15.732 -13.072 -1562.58 3.188035 4.197898

NOS REQD : 3.788698 4.197898

NOS REQUIRED


28/31



385 1 EARTHQ 133.883 266.183 24.677 155.418 20.337 803.549

386 1 EARTHQ 100.611 360.837 32.945 234.195 38.232 1014.554

387 1 EARTHQ 163.077 465.846 30.829 255.166 28.285 895.872388 1 EARTHQ 63.304 233.968 11.354 50.983 4.356 200.866

389 1 EARTHQ 143.879 445.582 38.497 360.142 28.493 891.439

392 1 EARTHQ 0 0 0 0.001 0 0

393 1 EARTHQ 147.335 165.325 28.285 143.708 16.406 570.003

394 1 EARTHQ 187.89 594.962 40.806 235.57 48.349 1090.715

395 1 EARTHQ 99.157 247.814 37.515 267.751 58.639 744.286

396 1 EARTHQ 54.1 208.299 15.894 55.775 4.234 175.87

397 1 EARTHQ 86.404 650.043 45.941 362.858 59.469 728.767

400 1 EARTHQ 0 0 0 0.001 0 0

401 1 EARTHQ 56.724 58.93 15.695 63.587 11.818 262.511

402 1 EARTHQ 44.647 90.489 11.878 51.325 18.498 233.265

403 1 EARTHQ 44.235 24.138 11.734 57.844 14.825 230.537

404 1 EARTHQ 55.317 68.063 9.765 52.88 10.154 256.383

405 1 EARTHQ 39.219 52.327 13.276 76.278 13.472 218.931

406 1 EARTHQ 29.891 421.94 34.724 97.186 19.642 137.629

407 1 EARTHQ 91.123 51.1 7.752 41.98 5.175 271.822

408 1 EARTHQ 30.057 89.073 4.242 40.223 11.617 236.794

409 1 EARTHQ 46.05 58.405 7.823 62.816 11.155 325.727

410 1 EARTHQ 55.421 33.058 9.466 49.902 5.809 271.248

411 1 EARTHQ 48.252 85.725 11.282 90.288 10.183 268.474

412 1 EARTHQ 39.388 78.191 34.656 89.595 16.39 293.045413 1 EARTHQ 33.917 80.742 8.555 42.498 5.015 228.033

414 1 EARTHQ 82.097 133.321 5.346 42.849 4.771 259.215

415 1 EARTHQ 82.147 28.172 8.858 63.806 6.533 263.324

416 1 EARTHQ 57.328 121.177 9.202 49.961 7.098 248.243

417 1 EARTHQ 83.018 141.837 13.009 92.786 5.336 262.073

418 1 EARTHQ 50.772 236.42 16.125 75.491 6.287 241.255

419 1 EARTHQ 70.257 160.101 8.641 41.063 7.696 248.139

420 1 EARTHQ 50.25 104.2 12.967 42.572 13.261 246.951

421 1 EARTHQ 49.045 136.251 10.731 39.184 7.543 243.535

451 1 EARTHQ 19.253 907.199 8.729 180.208 44.87 112.64

452 1 EARTHQ 37.338 660.698 3.827 166.515 76.719 209.435

453 1 EARTHQ 6.611 12.782 4.415 24.334 7.357 31.465

454 1 EARTHQ 3.174 7.204 4.061 23.051 8.719 21.8

455 1 EARTHQ 5.884 12.675 5.868 33.07 5.332 29.45

456 1 EARTHQ 3.394 13.291 8.529 48.059 9.557 22.508

457 1 EARTHQ 2.525 10.999 7.098 40.26 9.987 20.112

458 1 EARTHQ 6.019 8.841 5.056 28.692 6.004 29.841

459 1 EARTHQ 5.892 12.287 2.916 15.374 7.705 29.438

460 1 EARTHQ 15.758 13.768 2.955 15.486 7.492 80.557


29/31

1495 1 EARTHQ 37.887 562.035 20.055 75.215 22.817 142.158

1501 1 EARTHQ 30.513 238.778 20.675 75.459 22.859 168.335

1523 1 EARTHQ 0.3 14.478 0.082 0.505 0.001 2.292

2493.343 8367.554 666.736 4111.91 748.497 13263.09


30/31



385 2 EARTHQ 60.15 184.524 36.66 235.635 36.34 358.78

386 2 EARTHQ 53.154 1192.194 124.757 852.808 71.749 480.357

387 2 EARTHQ 84.656 906.234 117.45 985.473 65.54 427.767388 2 EARTHQ 34.632 203.176 49.418 219.477 22.253 99.145

389 2 EARTHQ 102.275 1226.757 159.22 1462.426 106.375 461.021

392 2 EARTHQ 0 0 0 0 0 0

393 2 EARTHQ 37.409 57.881 44.692 226.402 31.045 144.132

394 2 EARTHQ 47.509 892.387 153.957 860.311 65.967 275.888

395 2 EARTHQ 24.981 756.347 143.136 1031.72 60.517 186.578

396 2 EARTHQ 13.361 141.401 68.857 240.123 16.737 43.926

397 2 EARTHQ 22.021 989.955 191.08 1477.708 100.019 182.958

400 2 EARTHQ 0 0 0 0 0 0

401 2 EARTHQ 8.694 26.483 24.632 99.428 8.671 42.586

402 2 EARTHQ 6.541 42.139 43.863 187.172 8.97 37.412

403 2 EARTHQ 7.463 72.715 45.206 223.046 10.281 39.391

404 2 EARTHQ 9.292 79.17 43.085 227.996 17.838 43.701

405 2 EARTHQ 6.59 68.478 53.45 310.397 20.702 36.694

406 2 EARTHQ 5.66 171.197 215.639 554.214 10.994 22.423

407 2 EARTHQ 6.596 17.212 12.085 65.878 8.971 18.982

408 2 EARTHQ 2.065 6.272 17.911 149.259 10.553 16.244

409 2 EARTHQ 3.149 2.399 29.99 242.366 10.668 21.679

410 2 EARTHQ 3.978 25.616 41.127 215.171 18.551 18.518

411 2 EARTHQ 3.095 14.318 46.779 366.079 17.366 18.093

412 2 EARTHQ 2.851 82.616 168.327 481.01 6.19 20.46413 2 EARTHQ 3.123 16.581 12.943 66.302 8.922 23.871

414 2 EARTHQ 8.268 136.451 20.525 155.607 11.075 26.812

415 2 EARTHQ 8.728 123.156 34.677 249.863 8.696 27.01

416 2 EARTHQ 6.271 54.848 39.762 215.61 18.605 25.388

417 2 EARTHQ 8.595 175.969 52.238 375.162 16.92 26.477

418 2 EARTHQ 4.788 192.217 89.322 420.835 2.799 24.096

419 2 EARTHQ 17.853 48.177 5.241 29.503 7.015 62.755

420 2 EARTHQ 8.082 14.857 9.226 31.228 6.504 40.574

421 2 EARTHQ 3.308 7.831 6.939 28.366 5.465 16.611

451 2 EARTHQ 67.196 1338.815 50.14 998.526 23.762 810.593

452 2 EARTHQ 20.193 1071.197 23.859 927.108 19.024 607.601

453 2 EARTHQ 1.292 9.509 6.591 37.068 1.902 6.172

454 2 EARTHQ 0.685 23.807 14.458 81.63 0.736 4.499

455 2 EARTHQ 1.241 36.33 22.918 128.987 2.011 6.121

456 2 EARTHQ 0.766 53.262 34.385 193.544 1.007 4.807

457 2 EARTHQ 0.595 62.676 39.998 225.455 1.367 4.34

458 2 EARTHQ 1.283 34.946 21.848 123.653 1.741 6.246

459 2 EARTHQ 1.176 3.295 1.793 9.73 1.877 5.843

460 2 EARTHQ 1.772 2.056 1.908 10.056 1.846 9.235


31/31

1495 2 EARTHQ 6.521 877.932 79.781 337.042 13.109 22.923

1501 2 EARTHQ 7.799 921.867 89.599 343.441 11.556 24.791

1523 2 EARTHQ 0.143 3.477 0.357 2.334 0 0.771

725.8 12368.73 2489.829 15705.15 892.236 4784.271

WIND CALCULATION.xls

Documents

Transcript of WIND CALCULATION.xls