WIND CALCULATION.xls

Calculation of Wind pressure on Extrusion structure : (Closed portion only) 53 Inputs : Length of Structure : l= 53 m Width of structure : w= 40 m Height of structure : h= 31.4 m Percentage of openings : 10 % (Assumed) Basic Wind speed : Vb = 44 m/s Internal pressure co-efficient as per CL.6.2.3 of IS:875 (3)-1987

X 40 Z

Cpi = (+/-) 0.50

C

External pressure co-efficient as per Table-4 of IS:875 (3)-1987 A h/w = l/w =

0.785 1.325

B

1/2 < h/w < 3/2 1 < l/w < 3/2

Hence using External co-efficient for above calculated ratios

D

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

-0.6

0.7

-1.1

-0.25

+

-0.5

=

0.2

-0.6

-0.75

-1.1

Cpe

+

Cpi

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

-0.6

0.7

-0.1

-0.25

-

0.5

-0.6

Cpe

=

1.2

0.25

-0.1

-

Cpi

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

-0.6

-0.25

-1.1

0.7

+

-0.5

=

-0.75

-0.6

0.2

-1.1

Cpe

+

Cpi

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

-0.6

-0.25

-0.1

0.7

-

0.5

=

0.25

-0.6

-0.1

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

Cpi

0.7

-0.6

1.2

0.2

-0.6

+

-0.5

=

-1.1

-0.25

-1.1

-0.75

Cpe

+

Cpi

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

0.7

-0.6

1.2

-0.6

-

0.5

-0.25

Cpe

=

-0.1

-0.1

0.25

-

Cpi

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

-0.25

-0.75

-0.6

-0.6

+

-0.5

=

-1.1

-1.1

0.7

0.2

Cpe

+

Cpi

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

-0.25

0.25

-0.6

-0.6

-

0.5

=

-0.1

-0.1

0.7

1.2

Cpe

-

Cpi

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 FACE -A (X-Direction) Ht Pz Eff. width Column nos (m) (kN/m2) B (m) 10 1.12 5 15 1.21 5 C5/C4/A4/A3/B2/B1 20 1.28 5 30 1.41 5 50 1.54 5 10 1.12 10 15 1.21 10 A2 20 1.28 10 30 1.41 10 50 1.54 10 FACE -B

Cf 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2

UDL kN/m 1.1 1.2 1.3 1.4 1.5 2.2 2.4 2.6 2.8 3.1

(X-Direction)

Column nos

G5/G1

G2/G3/G4

FACE -C

Basic load no : FACE -A (X-Direction)

A4

B4

C4

C5/G5

D5

E5

F5

C5/C4/A4/A2/A3/B2/ B1

A2

FACE -B Ht (m) 10 15 20 30 50 10 15 20 30 50

Pz

Eff. width 2

(kN/m ) 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54

B (m) 5 5 5 5 5 10 10 10 10 10

Cf 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75

UDL kN/m 4.2 4.5 4.8 5.3 5.8 8.4 9.1 9.6 10.5 11.5

(Z-Direction)

Column nos

Column nos

Pz

Eff. width 2

(kN/m ) 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21

B (m) 3 3 3 3 3 8 8 8 8 8 5 5 5 5 5 6.5 6.5 6.5 6.5 6.5 10 10 10 10 10 8.5 8.5 8.5 8.5 8.5 11.5 11.5

Cf -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1

UDL kN/m -3.7 -4.0 -4.2 -4.6 -5.1 -9.8 -10.6 -11.3 -12.4 -13.5 -6.1 -6.6 -7.0 -7.7 -8.4 -8.0 -8.6 -9.2 -10.0 -11.0 -12.3 -13.3 -14.1 -15.5 -16.9 -10.4 -11.3 -12.0 -13.1 -14.4 -14.1 -15.3

Ht (m) 10 15 20 30 50 10 15 20 30 50

Pz

Eff. width

(kN/m2) 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54

B (m) 5 5 5 5 5 10 10 10 10 10

Cf 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2

UDL kN/m 6.7 7.3 7.7 8.4 9.2 13.4 14.5 15.4 16.9 18.4

(X-Direction)

Column nos

G5/G1

G2/G3/G4

FACE -C Ht (m) 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15

32 Wx+ve - IS

Ht (m) 10 15 20 30 50 10 15 20 30 50

Pz

Eff. width 2

(kN/m ) 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54

B (m) 5 5 5 5 5 10 10 10 10 10

Cf -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25

UDL kN/m -1.4 -1.5 -1.6 -1.8 -1.9 -2.8 -3.0 -3.2 -3.5 -3.8

(Z-Direction)

Column nos

A4

B4

C4

C5/G5

D5

E5

F5

Ht (m) 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15

Pz

Eff. width 2

(kN/m ) 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21

B (m) 3 3 3 3 3 8 8 8 8 8 5 5 5 5 5 6.5 6.5 6.5 6.5 6.5 10 10 10 10 10 8.5 8.5 8.5 8.5 8.5 11.5 11.5

Cf -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1

UDL kN/m -0.3 -0.4 -0.4 -0.4 -0.5 -0.9 -1.0 -1.0 -1.1 -1.2 -0.6 -0.6 -0.6 -0.7 -0.8 -0.7 -0.8 -0.8 -0.9 -1.0 -1.1 -1.2 -1.3 -1.4 -1.5 -0.9 -1.0 -1.1 -1.2 -1.3 -1.3 -1.4

F5

20 30 50

1.28 1.41 1.54

11.5 11.5 11.5

-1.1 -1.1 -1.1

-16.2 -17.8 -19.4

F5

20 30 50

1.28 1.41 1.54

11.5 11.5 11.5

-0.1 -0.1 -0.1

-1.5 -1.6 -1.8

FACE -D

(Z-Direction)

Column nos

A2/B2

B1

C1/F1

D1

E1

G1

FACE -D Ht (m) 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50

Basic load no : FACE -A (X-Direction) Column nos

C5/C4/A4/A2/A3/B2/ B1

FACE -B

Eff. width 2

(kN/m ) 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54

B (m) 3 3 3 3 3 5 5 5 5 5 11.5 11.5 11.5 11.5 11.5 10 10 10 10 10 8.5 8.5 8.5 8.5 8.5 6.5 6.5 6.5 6.5 6.5

Cf 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1

UDL kN/m 3.7 4.0 4.2 4.6 5.1 6.1 6.6 7.0 7.7 8.4 14.1 15.3 16.2 17.8 19.4 12.3 13.3 14.1 15.5 16.9 10.4 11.3 12.0 13.1 14.4 8.0 8.6 9.2 10.0 11.0

33 Wx-ve + IP Ht (m) 10 15 20 30 50

Pz 2

(kN/m ) 1.12 1.21 1.28 1.41 1.54

G5/G1

G2/G3/G4

B (m) 5 5 5 5 5

Cf -0.75 -0.75 -0.75 -0.75 -0.75

UDL kN/m -4.2 -4.5 -4.8 -5.3 -5.8

(m) 10 15 20 30 50 10 15 20 30 50

Pz

Eff. width 2

(kN/m ) 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54

B (m) 5 5 5 5 5 10 10 10 10 10

Cf -0.2 -0.2 -0.2 -0.2 -0.2 -0.2 -0.2 -0.2 -0.2 -0.2

UDL kN/m -1.1 -1.2 -1.3 -1.4 -1.5 -2.2 -2.4 -2.6 -2.8 -3.1

(Z-Direction)

Column nos

A4

B4

C4

C5/G5

D5

E5

F5

A2/B2

B1

C1/F1

D1

E1

G1

Column nos

C5/C4/A4/A2/A3/B2/ B1

FACE -B Ht

Pz (kN/m2) 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54

Ht (m) 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50

Eff. width B (m) 3 3 3 3 3 8 8 8 8 8 5 5 5 5 5 6.5 6.5 6.5 6.5 6.5 10 10 10 10 10 8.5 8.5 8.5 8.5 8.5 11.5 11.5 11.5 11.5 11.5

Cf -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1

UDL kN/m -3.7 -4.0 -4.2 -4.6 -5.1 -9.8 -10.6 -11.3 -12.4 -13.5 -6.1 -6.6 -7.0 -7.7 -8.4 -8.0 -8.6 -9.2 -10.0 -11.0 -12.3 -13.3 -14.1 -15.5 -16.9 -10.4 -11.3 -12.0 -13.1 -14.4 -14.1 -15.3 -16.2 -17.8 -19.4

Pz

Eff. width 2

(kN/m ) 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54

B (m) 3 3 3 3 3 5 5 5 5 5 11.5 11.5 11.5 11.5 11.5 10 10 10 10 10 8.5 8.5 8.5 8.5 8.5 6.5 6.5 6.5 6.5 6.5

Cf 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

UDL kN/m 0.3 0.4 0.4 0.4 0.5 0.6 0.6 0.6 0.7 0.8 1.3 1.4 1.5 1.6 1.8 1.1 1.2 1.3 1.4 1.5 0.9 1.0 1.1 1.2 1.3 0.7 0.8 0.8 0.9 1.0

34 Wx-ve - IS Ht (m) 10 15 20 30 50

Pz

Eff. width 2

(kN/m ) 1.12 1.21 1.28 1.41 1.54

B (m) 5 5 5 5 5

Cf -0.25 -0.25 -0.25 -0.25 -0.25

UDL kN/m -1.4 -1.5 -1.6 -1.8 -1.9

(X-Direction)

Column nos

G5/G1

G2/G3/G4

FACE -C Ht (m) 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50

(Z-Direction)

Column nos

Basic load no : FACE -A (X-Direction) Eff. width

(X-Direction)

Column nos

FACE -C

Pz

Ht (m) 10 15 20 30 50 10 15 20 30 50

Pz (kN/m2) 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54

Eff. width B (m) 5 5 5 5 5 10 10 10 10 10

Cf 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2

UDL kN/m 6.7 7.3 7.7 8.4 9.2 13.4 14.5 15.4 16.9 18.4

(Z-Direction)

Column nos

A4

B4

C4

C5/G5

D5

E5

F5

Ht (m) 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50

Pz (kN/m2) 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54

Eff. width B (m) 3 3 3 3 3 8 8 8 8 8 5 5 5 5 5 6.5 6.5 6.5 6.5 6.5 10 10 10 10 10 8.5 8.5 8.5 8.5 8.5 11.5 11.5 11.5 11.5 11.5

Cf -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1

UDL kN/m -0.3 -0.4 -0.4 -0.4 -0.5 -0.9 -1.0 -1.0 -1.1 -1.2 -0.6 -0.6 -0.6 -0.7 -0.8 -0.7 -0.8 -0.8 -0.9 -1.0 -1.1 -1.2 -1.3 -1.4 -1.5 -0.9 -1.0 -1.1 -1.2 -1.3 -1.3 -1.4 -1.5 -1.6 -1.8

FACE -D

(Z-Direction)

Column nos

A2/B2

B1

C1/F1

D1

E1

G1

FACE -D Ht (m) 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50

Basic load no : FACE -A (X-Direction) Column nos

C5/C4/A4/A2/A3/B2/ B1

FACE -B

Eff. width B (m) 3 3 3 3 3 5 5 5 5 5 11.5 11.5 11.5 11.5 11.5 10 10 10 10 10 8.5 8.5 8.5 8.5 8.5 6.5 6.5 6.5 6.5 6.5

Cf 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1

UDL kN/m 3.7 4.0 4.2 4.6 5.1 6.1 6.6 7.0 7.7 8.4 14.1 15.3 16.2 17.8 19.4 12.3 13.3 14.1 15.5 16.9 10.4 11.3 12.0 13.1 14.4 8.0 8.6 9.2 10.0 11.0

35 Wz+ve + IP Ht (m) 10 15 20 30 50

Pz

Eff. width

(kN/m2) 1.12 1.21 1.28 1.41 1.54

G5/G1

G2/G3/G4

B (m) 5 5 5 5 5

Cf -1.1 -1.1 -1.1 -1.1 -1.1

UDL kN/m -6.1 -6.6 -7.0 -7.7 -8.4

Pz

Eff. width 2

(kN/m ) 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54

B (m) 5 5 5 5 5 10 10 10 10 10

Cf 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1

UDL kN/m 6.1 6.6 7.0 7.7 8.4 12.3 13.3 14.1 15.5 16.9

(Z-Direction)

Column nos

A4

B4

C4

C5/G5

D5

E5

F5

A2/B2

B1

C1/F1

D1

E1

G1

Column nos

C5/C4/A4/A2/A3/B2/ B1

FACE -B Ht (m) 10 15 20 30 50 10 15 20 30 50

(m) 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50

Pz

Eff. width 2

(kN/m ) 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54

Ht (m) 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50

B (m) 3 3 3 3 3 8 8 8 8 8 5 5 5 5 5 6.5 6.5 6.5 6.5 6.5 10 10 10 10 10 8.5 8.5 8.5 8.5 8.5 11.5 11.5 11.5 11.5 11.5

Cf 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2

UDL kN/m 0.7 0.7 0.8 0.8 0.9 1.8 1.9 2.0 2.2 2.5 1.1 1.2 1.3 1.4 1.5 1.5 1.6 1.7 1.8 2.0 2.2 2.4 2.6 2.8 3.1 1.9 2.1 2.2 2.4 2.6 2.6 2.8 2.9 3.2 3.5

Pz

Eff. width

(kN/m2) 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54

B (m) 3 3 3 3 3 5 5 5 5 5 11.5 11.5 11.5 11.5 11.5 10 10 10 10 10 8.5 8.5 8.5 8.5 8.5 6.5 6.5 6.5 6.5 6.5

Cf 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

UDL kN/m 0.3 0.4 0.4 0.4 0.5 0.6 0.6 0.6 0.7 0.8 1.3 1.4 1.5 1.6 1.8 1.1 1.2 1.3 1.4 1.5 0.9 1.0 1.1 1.2 1.3 0.7 0.8 0.8 0.9 1.0

36 Wz+ve - IS Ht (m) 10 15 20 30 50

Pz

Eff. width

(kN/m2) 1.12 1.21 1.28 1.41 1.54

B (m) 5 5 5 5 5

Cf -0.1 -0.1 -0.1 -0.1 -0.1

UDL kN/m -0.6 -0.6 -0.6 -0.7 -0.8

(X-Direction)

Column nos

G5/G1

G2/G3/G4

FACE -C Ht

(Z-Direction)

Column nos

Basic load no : FACE -A (X-Direction)

(X-Direction)

Column nos

FACE -C

Pz (kN/m2) 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54

Ht (m) 10 15 20 30 50 10 15 20 30 50

Pz

Eff. width 2

(kN/m ) 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54

B (m) 5 5 5 5 5 10 10 10 10 10

Cf 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

UDL kN/m 0.6 0.6 0.6 0.7 0.8 1.1 1.2 1.3 1.4 1.5

(Z-Direction)

Column nos

A4

B4

C4

C5/G5

D5

E5

F5

Ht (m) 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50

Pz (kN/m2) 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54

Eff. width B (m) 3 3 3 3 3 8 8 8 8 8 5 5 5 5 5 6.5 6.5 6.5 6.5 6.5 10 10 10 10 10 8.5 8.5 8.5 8.5 8.5 11.5 11.5 11.5 11.5 11.5

Cf 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2

UDL kN/m 4.0 4.4 4.6 5.1 5.5 10.7 11.6 12.3 13.5 14.7 6.7 7.3 7.7 8.4 9.2 8.7 9.4 10.0 11.0 12.0 13.4 14.5 15.4 16.9 18.4 11.4 12.3 13.1 14.3 15.7 15.4 16.7 17.7 19.4 21.2

FACE -D

(Z-Direction)

Column nos

A2/B2

B1

C1/F1

D1

E1

G1

FACE -D Ht (m) 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50

Basic load no : FACE -A (X-Direction) Column nos

C5/C4/A4/A2/A3/B2/ B1

FACE -B

Eff. width 2

(kN/m ) 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54

B (m) 3 3 3 3 3 5 5 5 5 5 11.5 11.5 11.5 11.5 11.5 10 10 10 10 10 8.5 8.5 8.5 8.5 8.5 6.5 6.5 6.5 6.5 6.5

Cf 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75

UDL kN/m 2.5 2.7 2.9 3.2 3.5 4.2 4.5 4.8 5.3 5.8 9.6 10.4 11.0 12.1 13.2 8.4 9.1 9.6 10.5 11.5 7.1 7.7 8.2 9.0 9.8 5.4 5.9 6.2 6.9 7.5

37 Wz-ve + IP Ht (m) 10 15 20 30 50

Pz 2

(kN/m ) 1.12 1.21 1.28 1.41 1.54

G5/G1

G2/G3/G4

B (m) 5 5 5 5 5

Cf -1.1 -1.1 -1.1 -1.1 -1.1

UDL kN/m -6.1 -6.6 -7.0 -7.7 -8.4

(m) 10 15 20 30 50 10 15 20 30 50

Pz

Eff. width 2

(kN/m ) 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54

B (m) 5 5 5 5 5 10 10 10 10 10

Cf 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1

UDL kN/m 6.1 6.6 7.0 7.7 8.4 12.3 13.3 14.1 15.5 16.9

(Z-Direction)

Column nos

A4

B4

C4

C5/G5

D5

E5

F5

A2/B2

B1

C1/F1

D1

E1

G1

Column nos

C5/C4/A4/A2/A3/B2/ B1

FACE -B Ht

Pz (kN/m2) 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54

Ht (m) 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50

Eff. width B (m) 3 3 3 3 3 8 8 8 8 8 5 5 5 5 5 6.5 6.5 6.5 6.5 6.5 10 10 10 10 10 8.5 8.5 8.5 8.5 8.5 11.5 11.5 11.5 11.5 11.5

Cf 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75

UDL kN/m 2.5 2.7 2.9 3.2 3.5 6.7 7.3 7.7 8.4 9.2 4.2 4.5 4.8 5.3 5.8 5.4 5.9 6.2 6.9 7.5 8.4 9.1 9.6 10.5 11.5 7.1 7.7 8.2 9.0 9.8 9.6 10.4 11.0 12.1 13.2

Pz

Eff. width 2

(kN/m ) 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54

B (m) 3 3 3 3 3 5 5 5 5 5 11.5 11.5 11.5 11.5 11.5 10 10 10 10 10 8.5 8.5 8.5 8.5 8.5 6.5 6.5 6.5 6.5 6.5

Cf -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25

UDL kN/m -0.8 -0.9 -1.0 -1.1 -1.2 -1.4 -1.5 -1.6 -1.8 -1.9 -3.2 -3.5 -3.7 -4.0 -4.4 -2.8 -3.0 -3.2 -3.5 -3.8 -2.4 -2.6 -2.7 -3.0 -3.3 -1.8 -2.0 -2.1 -2.3 -2.5

38 Wz-ve - IS Ht (m) 10 15 20 30 50

Pz

Eff. width 2

(kN/m ) 1.12 1.21 1.28 1.41 1.54

B (m) 5 5 5 5 5

Cf -0.1 -0.1 -0.1 -0.1 -0.1

UDL kN/m -0.6 -0.6 -0.6 -0.7 -0.8

(X-Direction)

Column nos

G5/G1

G2/G3/G4

FACE -C Ht (m) 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50

(Z-Direction)

Column nos

Basic load no : FACE -A (X-Direction) Eff. width

(X-Direction)

Column nos

FACE -C

Pz

Ht (m) 10 15 20 30 50 10 15 20 30 50

Pz (kN/m2) 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54

Eff. width B (m) 5 5 5 5 5 10 10 10 10 10

Cf 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

UDL kN/m 0.6 0.6 0.6 0.7 0.8 1.1 1.2 1.3 1.4 1.5

(Z-Direction)

Column nos

A4

B4

C4

C5/G5

D5

E5

F5

Ht (m) 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50

Pz (kN/m2) 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54

Eff. width B (m) 3 3 3 3 3 8 8 8 8 8 5 5 5 5 5 6.5 6.5 6.5 6.5 6.5 10 10 10 10 10 8.5 8.5 8.5 8.5 8.5 11.5 11.5 11.5 11.5 11.5

Cf -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25

UDL kN/m -0.8 -0.9 -1.0 -1.1 -1.2 -2.2 -2.4 -2.6 -2.8 -3.1 -1.4 -1.5 -1.6 -1.8 -1.9 -1.8 -2.0 -2.1 -2.3 -2.5 -2.8 -3.0 -3.2 -3.5 -3.8 -2.4 -2.6 -2.7 -3.0 -3.3 -3.2 -3.5 -3.7 -4.0 -4.4

FACE -D

(Z-Direction)

Column nos

A2/B2

B1

C1/F1

D1

E1

G1

FACE -D Ht (m) 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50

Pz

Eff. width 2

(kN/m ) 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54

B (m) 3 3 3 3 3 5 5 5 5 5 11.5 11.5 11.5 11.5 11.5 10 10 10 10 10 8.5 8.5 8.5 8.5 8.5 6.5 6.5 6.5 6.5 6.5

Cf 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2

UDL kN/m 0.7 0.7 0.8 0.8 0.9 1.1 1.2 1.3 1.4 1.5 2.6 2.8 2.9 3.2 3.5 2.2 2.4 2.6 2.8 3.1 1.9 2.1 2.2 2.4 2.6 1.5 1.6 1.7 1.8 2.0

(Z-Direction)

Column nos

A2/B2

B1

C1/F1

D1

E1

G1

Ht (m) 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50 10 15 20 30 50

Pz

Eff. width 2

(kN/m ) 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54 1.12 1.21 1.28 1.41 1.54

B (m) 3 3 3 3 3 5 5 5 5 5 11.5 11.5 11.5 11.5 11.5 10 10 10 10 10 8.5 8.5 8.5 8.5 8.5 6.5 6.5 6.5 6.5 6.5

Cf 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2

UDL kN/m 4.0 4.4 4.6 5.1 5.5 6.7 7.3 7.7 8.4 9.2 15.4 16.7 17.7 19.4 21.2 13.4 14.5 15.4 16.9 18.4 11.4 12.3 13.1 14.3 15.7 8.7 9.4 10.0 11.0 12.0

DEAD LOAD CALCULATION : Inputs : Unit wt of Soil below GL :

gs

=

Unit wt of Brick masonary :

gb

=

3 18 kN/m 3 20 kN/m

Unit wt of concrete :

gc

=

3 25 kN/m

FLOOR ELEVATION :

Location/ Grid nos HVAC Electrical

100

Ht of Width wall of wall UDL (m) (m) (kN/m) 4.5 0.35 31.5 9.6 0.35 67.2

Pile capacities :

Node 385 386 387 388 389 392 393 394 395 396 397 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 451 452 453 454 455 456 457 458

Comp Tens Shear

2150 kN 700 kN 115 kN

Horizontal Vertical Horizontal Moment L/C Fx kN Fy kN Fz kN Mx kNm My kNm Mz kNm 127 1 DL 42.364 1 LL 1 PO 1753.31 EO 1 EFL 1 TE 17.993 84.451 3.328 -189.923 127 1 DL249.684 1 LL 1 PO9866.229 1 EO 1 EFL 1177.054 TE 100.624 8.008 -72.94 127 1 DL -196.816 1 LL 1 PO10744.84 1 EO 1 EFL 1155.106 TE 42.357 2.384 -81.02 127 1 DL 62.462 1 LL 1 PO3740.182 1 EO 1 EFL 1 TE 72.396 87.523 -1.629 -85.923 127 1 DL560.996 1 LL 1 PO11105.04 1 EO 1 EFL 1154.998 TE 91.481 1.584 -639.004 127 1 DL-12.628 1 LL 1 PO 1 731.771 EO 1 EFL 1 TE 13.299 53.095 0.004 55.113 127 1 DL126.687 1 LL 1 PO3443.929 1 EO 1 EFL 1287.448 TE 367.096 1.285 -227.859 127 1 DL-71.905 1 LL 1 PO13321.97 1 EO 1 EFL 1 TE 89.729 259.963 11.537 -265.866 127 1 DL109.155 1 LL 1 PO14282.72 1 EO 1 EFL 1 TE 44.339 151.054 1.515 -104.315 127 1 DL 96.454 1 LL 1 PO7181.884 1 EO 1 EFL 1184.248 TE 179.368 -3.531 -81.555 127 1 DL -130.714 1 LL 1 PO15576.72 1 EO 1 EFL 1150.223 TE 237.276 6.131 -26.134 127 1 DL-12.628 1 LL 1 PO 1 731.771 EO 1 EFL 1-13.299 TE -53.095 -0.004 55.113 127 1 DL 52.944 1 LL 1 PO3163.752 1 EO 1 EFL -286.778 1 TE -101.966 5.947 -167.725 127 1 DL-21.097 1 LL 1 PO8152.786 1 EO 1 EFL -207.419 1 TE -92.643 -8.17 10.811 127 1 DL 32.509 1 LL 1 PO7632.979 1 EO 1 EFL -155.788 1 TE -83.318 2.368 -78.029 127 1 DL 31.133 1 LL 1 PO 1 5038.57 EO 1 EFL -255.944 1 TE -109.369 3.302 -78.397 127 1 DL-52.295 1 LL 1 PO8231.916 1 EO 1 EFL -249.039 1 TE -68.947 -10.163 110.764 127 1 DL 29.476 1 LL 1 PO 1 6886.26 EO 1 EFL 1-90.192 TE -121.782 1.234 26.065 127 1 DL158.932 1 LL 1 PO2590.143 1 EO 1 EFL 1262.826 TE 89.002 1.227 -187.79 127 1 DL -183.091 1 LL 1 PO7201.625 1 EO 1 EFL 1 TE -1.022 -5.903 -4.873 -13.707 127 1 DL-32.397 1 LL 1 PO6862.997 1 EO 1 EFL 1 TE2.238 6.682 12.372 107.909 127 1 DL 252.31 1 LL 1 PO3912.715 1 EO 1 EFL 1242.493 TE 87.626 -2.772 -235.642 127 1 DL -202.472 1 LL 1 PO7809.675 1 EO 1 EFL 1 TE1.948 8.004 -7.144 10.505 127 1 DL-47.186 1 LL 1 PO6507.039 1 EO 1 EFL 1 TE 85.978 156.004 8.765 158.475 127 1 DL265.765 1 LL 1 PO2065.259 1 EO 1 EFL 1-289.23 TE -248.555 1.881 -102.567 127 1 DL -280.256 1 LL 1 PO4734.761 1 EO 1 EFL 1-22.391 TE -122.79 -16.636 210.604 127 1 DL-48.271 1 LL 1 PO4298.352 1 EO 1 EFL 1-32.154 TE -160.67 4.815 67.796 127 1 DL272.232 1 LL 1 PO2651.358 1 EO 1 EFL -260.834 1 TE -231.906 -2.456 -139.809 127 1 DL -257.655 1 LL 1 PO4784.175 1 EO 1 EFL 1-21.838 TE -116.635 -22.946 177.508 127 1 DL 20.076 1 LL 1 PO4111.226 1 EO 1 EFL -142.194 1 TE -79.81 14.984 7.234 127 1 DL 80.427 1 LL 1 PO1514.967 1 EO 1 EFL 1 TE 161.19 137.565 -3.417 -115.685 127 1 DL 46.313 1 LL 1 PO1667.786 1 EO 1 EFL 1-186.01 TE -113.033 2.594 -149.679 127 1 DL103.495 1 LL 1 PO 1717.59 EO 1 EFL 1 TE 28.658 16.766 4.654 -130.508 127 1 DL -686.287 1 LL 1 PO10140.13 1 EO 1 EFL 1 TE 137.82 7.563 92.779 -5042.15 127 1 DL-195.89 1 LL 1 PO 1 13009.7 EO 1 EFL 1-13.864 TE -37.682 14.872 -7156.84 127 1 DL 1-1.447 LL 1 PO 1 153.419 EO 1 EFL 1 TE -2.313 30.972 -0.697 4.758 127 1 DL 10.183 LL 1 PO 1 150.779 EO 1 EFL 1-10.553 TE -5.75 3.575 0.212 127 1 DL 10.914 LL 1 PO 1 162.362 EO 1 EFL 1-12.609 TE -16.547 -2.922 -1.9 127 1 DL 10.271 LL 1 PO 1 151.351 EO 1 EFL 1-10.293 TE -4.215 5.352 -0.032 127 1 DL 1-1.162 LL 1 PO 1 144.994 EO 1 EFL 1 TE -6.552 12.382 -2.419 3.916 127 1 DL 1-1.875 LL 1 PO 1 155.988 EO 1 EFL 1 TE -5.437 15.146 -1.462 5.958

459 460 1495 1501 1523

127 1 DL 11.131 LL 1 PO 1 130.606 EO 1 EFL 1 TE -1.058 127 1 DL 12.651 LL 1 PO 1 135.604 EO 1 EFL 1 TE1.861 127 1 DL-104.58 1 LL 1 PO2104.013 1 EO 1 EFL 1 TE 18.989 127 1 DL-57.204 1 LL 1 PO2302.656 1 EO 1 EFL 1-14.705 TE 127 1 DL 1-0.706 LL 1 PO 1 160.527 EO 1 EFL 1 TE0.679

20.501 -16.292 -8.91 5.1 2.727

-0.074 -0.75 5.891 5.507 0

-2.505 -7.031 88.343 -82.97 2.735

NO OF PILES REQUIRES COMP TENS SHEAR 0 0 5 3 5 2 2 1 5 5 0 0 2 3 6 1 7 1 3 2 7 2 0 0 1 3 4 2 4 1 2 2 4 2 3 1 1 3 3 2 3 0 2 3 4 2 3 1 1 3 2 2 2 1 1 3 2 2 2 1 1 2 1 2 0 1 5 6 6 2 0 0 0 0 0 0 0 0 0 0 0 0

MAX No of piles 0 5 5 2 5 0 3 6 7 3 7 0 3 4 4 2 4 3 3 3 3 3 4 3 3 2 2 3 2 2 2 2 1 6 6 0 0 0 0 0 0

0 0 1 1 0

0 0 1 1 0

0 0 1 1 0

UDL to be applied on Extenal columns of Extruder structure : Vb = 44 m/s Height 10 15 20 30 50 100

K2 0.98 1.02 1.05 1.1 1.15 1.22

Pz kN/m2 1.12 1.21 1.28 1.41 1.54 1.73

Assume :

Col width = Beam depth = Bracing =

0.6 m 0.5 m 0.18 m

Wind load on open structure : Total projected area :

A=

Effective member areas : Solidity ratio :

Ao = S= Cf = FSR = SF =

Frame spacing ratio : Shielding factor :

2

474 m 2 138.48 m 0.292 1.8 (max) 1.3 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

**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

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

Calculation of Wind pressure on Extrusion structure : (Closed portion only) 53 Inputs : Length of Structure : l= 53 m Width of structure : w= 40 m Height of structure : h= 31.4 m Percentage of openings : 12 % Basic Wind speed : Vb = 44 m/s Internal pressure co-efficient as per CL.6.2.3 of IS:875 (3)-1987

X 40 Z

Cpi = (+/-) 0.50

C

External pressure co-efficient as per Table-4 of IS:875 (3)-1987 A h/w = l/w =

0.785 1.325

B

1/2 < h/w < 3/2 1 < l/w < 3/2 D

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

-1.1

-0.25

+

-0.5

=

0.2

-0.6

-0.75

-1.1

Cpe

+

Cpi

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

-0.6

0.7

-0.1

-0.25

-

0.5

-0.6

Cpe

=

1.2

0.25

-0.1

-

Cpi

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

-0.6

-0.25

-1.1

0.7

+

-0.5

=

-0.75

-0.6

0.2

-1.1

Cpe

+

Cpi

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

-0.6

-0.25

-0.1

0.7

-

0.5

=

0.25

-0.6

-0.1

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

Cpi

0.7

-0.6

1.2

0.2

-0.6

+

-0.5

=

-1.1

-0.25

-1.1

-0.75

Cpe

+

Cpi

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

0.7

-0.6

1.2

-0.6

-

0.5

=

-0.1

-0.25

0.25

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

Cpi

-0.25

-0.6

-0.75

-0.6

+

-0.5

0.7

Cpe

-0.1

=

-1.1

-1.1

0.2

+

Cpi

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

-0.25

0.25

-0.6

-0.6

-

0.5

=

0.7

Cpe

-0.1

1.2

-

Cpi

UDL to be applied on Extenal columns of Extruder structure : Vb = 44 m/s Height K2 Pz kN/m2 10 0.99 1.14 15 1.03 1.23 20 1.06 1.31 30 1.09 1.38 50 1.14 1.51 Co-efficient values "(+/-)Cf" are defined as per Staad Axis.

-0.1

50 60 70 80 90 100

1.14 1.15 1.16 1.18 1.19 1.2

1.51 1.54 1.57 1.61 1.64 1.67

Basic load no : FACE -A (X-Direction) Column nos

C5/C4/A4/A3/B2/B1

A2

FACE -B

31 Wx+ve + IP Ht (m) 10 15 20 30 10 15 20 30

Pz

Basic load no : FACE -A (X-Direction) Eff. width

2

(kN/m ) 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38

B (m) 5 5 5 5 10 10 10 10

Cf 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2

UDL kN/m 1.1 1.2 1.3 1.4 2.3 2.5 2.6 2.8

(X-Direction)

Column nos

G5/G1

G2/G3/G4

FACE -C

A4 B4 C4 C5/G5

D5

E5

F5

FACE -D

(m) 10 15 20 30 10 15 20 30

Pz (kN/m2) 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38

Eff. width B (m) 5 5 5 5 10 10 10 10

Cf 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75

UDL kN/m 4.3 4.6 4.9 5.2 8.5 9.2 9.8 10.4

A2/B2 B1

C1/F1

D1

E1

G1

A2

(m) 10 10 10 10 15 20 30 10 15 20 30 10 15 20 30 10 15 20 30

Pz (kN/m2) 1.14 1.14 1.14 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38

Eff. width B (m) 3 8 5 6.5 6.5 6.5 6.5 10 10 10 10 8.5 8.5 8.5 8.5 11.5 11.5 11.5 11.5

Cf -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1

UDL kN/m -3.8 -10.0 -6.3 -8.1 -8.8 -9.3 -9.9 -12.5 -13.6 -14.4 -15.2 -10.6 -11.5 -12.2 -12.9 -14.4 -15.6 -16.5 -17.5

G5/G1

G2/G3/G4

(m) 10 10 15 10 15 20 30 10 15 20 30 10 15 10 15 20 30

Pz (kN/m2) 1.14 1.14 1.23 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38 1.14 1.23 1.14 1.23 1.31 1.38

Eff. width B (m) 3 5 5 11.5 11.5 6.5 6.5 10 10 6.5 6.5 8.5 8.5 6.5 6.5 6.5 6.5

Cf 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1

UDL kN/m 3.8 6.3 6.8 14.4 15.6 9.3 9.9 12.5 13.6 9.3 9.9 10.6 11.5 8.1 8.8 9.3 9.9

Pz

Eff. width 2

(kN/m ) 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38

B (m) 5 5 5 5 10 10 10 10

Cf 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2

UDL kN/m 6.8 7.4 7.8 8.3 13.7 14.8 15.7 16.6

Ht (m) 10 15 20 30 10 15 20 30

Pz (kN/m2) 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38

Eff. width B (m) 5 5 5 5 10 10 10 10

Cf -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25

UDL kN/m -1.4 -1.5 -1.6 -1.7 -2.8 -3.1 -3.3 -3.5

(Z-Direction)

Column nos A4 B4 C4 C5/G5

D5

E5

F5

FACE -D Ht

Ht (m) 10 15 20 30 10 15 20 30

(X-Direction)

Column nos

FACE -C Ht

(Z-Direction)

Column nos

C5/C4/A4/A2/A3/B2/ B1

FACE -B Ht

(Z-Direction)

Column nos

Column nos

32 Wx+ve - IS

Ht (m) 10 10 10 10 15 20 30 10 15 20 30 10 15 20 30 10 15 20 30

Pz (kN/m2) 1.14 1.14 1.14 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38

Eff. width B (m) 3 8 5 6.5 6.5 6.5 6.5 10 10 10 10 8.5 8.5 8.5 8.5 11.5 11.5 11.5 11.5

Cf -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1

UDL kN/m -0.3 -0.9 -0.6 -0.7 -0.8 -0.8 -0.9 -1.1 -1.2 -1.3 -1.4 -1.0 -1.0 -1.1 -1.2 -1.3 -1.4 -1.5 -1.6

(Z-Direction)

Column nos A2/B2 B1

C1/F1

D1

E1

G1

Ht (m) 10 10 15 10 15 20 30 10 15 20 30 10 15 10 15 20 30

Pz (kN/m2) 1.14 1.14 1.23 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38 1.14 1.23 1.14 1.23 1.31 1.38

Eff. width B (m) 3 5 5 11.5 11.5 6.5 6.5 10 10 6.5 6.5 8.5 8.5 6.5 6.5 6.5 6.5

Cf 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

UDL kN/m 0.3 0.6 0.6 1.3 1.4 0.8 0.9 1.1 1.2 0.8 0.9 1.0 1.0 0.7 0.8 0.8 0.9

Basic load no : FACE -A (X-Direction) Column nos

C5/C4/A4/A3/B2/B1

A2

FACE -B

33 Wx-ve + IP Ht (m) 10 15 20 30 10 15 20 30

Pz

Basic load no : FACE -A (X-Direction) Eff. width

2

(kN/m ) 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38

B (m) 5 5 5 5 10 10 10 10

Cf -0.75 -0.75 -0.75 -0.75 -0.75 -0.75 -0.75 -0.75

UDL kN/m -4.3 -4.6 -4.9 -5.2 -8.5 -9.2 -9.8 -10.4

(X-Direction)

Column nos

G5/G1

G2/G3/G4

FACE -C

A4 B4 C4 C5/G5

D5

E5

F5

FACE -D

(m) 10 15 20 30 10 15 20 30

Pz (kN/m2) 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38

Eff. width B (m) 5 5 5 5 10 10 10 10

Cf -0.2 -0.2 -0.2 -0.2 -0.2 -0.2 -0.2 -0.2

UDL kN/m -1.1 -1.2 -1.3 -1.4 -2.3 -2.5 -2.6 -2.8

A2/B2 B1

C1/F1

D1

E1

G1

A2

(m) 10 10 10 10 15 20 30 10 15 20 30 10 15 20 30 10 15 20 30

Pz (kN/m2) 1.14 1.14 1.14 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38

Eff. width B (m) 3 8 5 6.5 6.5 6.5 6.5 10 10 10 10 8.5 8.5 8.5 8.5 11.5 11.5 11.5 11.5

Cf -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1

UDL kN/m -3.8 -10.0 -6.3 -8.1 -8.8 -9.3 -9.9 -12.5 -13.6 -14.4 -15.2 -10.6 -11.5 -12.2 -12.9 -14.4 -15.6 -16.5 -17.5

G5/G1

G2/G3/G4

(m) 10 10 15 10 15 20 30 10 15 20 30 10 15 10 15 20 30

Pz (kN/m2) 1.14 1.14 1.23 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38 1.14 1.23 1.14 1.23 1.31 1.38

Eff. width B (m) 3 5 5 11.5 11.5 6.5 6.5 10 10 6.5 6.5 8.5 8.5 6.5 6.5 6.5 6.5

Cf 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1

UDL kN/m 3.8 6.3 6.8 14.4 15.6 9.3 9.9 12.5 13.6 9.3 9.9 10.6 11.5 8.1 8.8 9.3 9.9

Pz

Eff. width 2

(kN/m ) 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38

B (m) 5 5 5 5 10 10 10 10

Cf 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25

UDL kN/m 1.4 1.5 1.6 1.7 2.8 3.1 3.3 3.5

Ht (m) 10 15 20 30 10 15 20 30

Pz (kN/m2) 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38

Eff. width B (m) 5 5 5 5 10 10 10 10

Cf -1.2 -1.2 -1.2 -1.2 -1.2 -1.2 -1.2 -1.2

UDL kN/m -6.8 -7.4 -7.8 -8.3 -13.7 -14.8 -15.7 -16.6

(Z-Direction)

Column nos A4 B4 C4 C5/G5

D5

E5

F5

FACE -D Ht

Ht (m) 10 15 20 30 10 15 20 30

(X-Direction)

Column nos

FACE -C Ht

(Z-Direction)

Column nos

C5/C4/A4/A2/A3/B2/ B1

FACE -B Ht

(Z-Direction)

Column nos

Column nos

34 Wx-ve - IS

Ht (m) 10 10 10 10 15 20 30 10 15 20 30 10 15 20 30 10 15 20 30

Pz (kN/m2) 1.14 1.14 1.14 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38

Eff. width B (m) 3 8 5 6.5 6.5 6.5 6.5 10 10 10 10 8.5 8.5 8.5 8.5 11.5 11.5 11.5 11.5

Cf -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1

UDL kN/m -0.3 -0.9 -0.6 -0.7 -0.8 -0.8 -0.9 -1.1 -1.2 -1.3 -1.4 -1.0 -1.0 -1.1 -1.2 -1.3 -1.4 -1.5 -1.6

(Z-Direction)

Column nos A2/B2 B1

C1/F1

D1

E1

G1

Ht (m) 10 10 15 10 15 20 30 10 15 20 30 10 15 10 15 20 30

Pz (kN/m2) 1.14 1.14 1.23 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38 1.14 1.23 1.14 1.23 1.31 1.38

Eff. width B (m) 3 5 5 11.5 11.5 6.5 6.5 10 10 6.5 6.5 8.5 8.5 6.5 6.5 6.5 6.5

Cf 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

UDL kN/m 0.3 0.6 0.6 1.3 1.4 0.8 0.9 1.1 1.2 0.8 0.9 1.0 1.0 0.7 0.8 0.8 0.9

Basic load no : FACE -A (X-Direction) Column nos

C5/C4/A4/A3/B2/B1

A2

FACE -B

35 Wz+ve + IP Ht (m) 10 15 20 30 10 15 20 30

Pz

Basic load no : FACE -A (X-Direction) Eff. width

2

(kN/m ) 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38

B (m) 5 5 5 5 10 10 10 10

Cf -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1

UDL kN/m -6.3 -6.8 -7.2 -7.6 -12.5 -13.6 -14.4 -15.2

(X-Direction)

Column nos

G5/G1

G2/G3/G4

FACE -C

A4 B4 C4 C5/G5

D5

E5

F5

FACE -D

(m) 10 15 20 30 10 15 20 30

Pz (kN/m2) 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38

Eff. width B (m) 5 5 5 5 10 10 10 10

Cf 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1

UDL kN/m 6.3 6.8 7.2 7.6 12.5 13.6 14.4 15.2

A2/B2 B1

C1/F1

D1

E1

G1

A2

(m) 10 10 10 10 15 20 30 10 15 20 30 10 15 20 30 10 15 20 30

Pz (kN/m2) 1.14 1.14 1.14 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38

Eff. width B (m) 3 8 5 6.5 6.5 6.5 6.5 10 10 10 10 8.5 8.5 8.5 8.5 11.5 11.5 11.5 11.5

Cf 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2

UDL kN/m 0.7 1.8 1.1 1.5 1.6 1.7 1.8 2.3 2.5 2.6 2.8 1.9 2.1 2.2 2.3 2.6 2.8 3.0 3.2

G5/G1

G2/G3/G4

(m) 10 10 15 10 15 20 30 10 15 20 30 10 15 10 15 20 30

Pz (kN/m2) 1.14 1.14 1.23 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38 1.14 1.23 1.14 1.23 1.31 1.38

Eff. width B (m) 3 5 5 11.5 11.5 6.5 6.5 10 10 6.5 6.5 8.5 8.5 6.5 6.5 6.5 6.5

Cf 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75

UDL kN/m 2.6 4.3 4.6 9.8 10.6 6.4 6.7 8.5 9.2 6.4 6.7 7.3 7.9 5.6 6.0 6.4 6.7

Pz

Eff. width 2

(kN/m ) 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38

B (m) 5 5 5 5 10 10 10 10

Cf -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1

UDL kN/m -0.6 -0.6 -0.7 -0.7 -1.1 -1.2 -1.3 -1.4

Ht (m) 10 15 20 30 10 15 20 30

Pz (kN/m2) 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38

Eff. width B (m) 5 5 5 5 10 10 10 10

Cf 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

UDL kN/m 0.6 0.6 0.7 0.7 1.1 1.2 1.3 1.4

(Z-Direction)

Column nos A4 B4 C4 C5/G5

D5

E5

F5

FACE -D Ht

Ht (m) 10 15 20 30 10 15 20 30

(X-Direction)

Column nos

FACE -C Ht

(Z-Direction)

Column nos

C5/C4/A4/A2/A3/B2/ B1

FACE -B Ht

(Z-Direction)

Column nos

Column nos

36 Wz+ve - IS

Ht (m) 10 10 10 10 15 20 30 10 15 20 30 10 15 20 30 10 15 20 30

Pz (kN/m2) 1.14 1.14 1.14 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38

Eff. width B (m) 3 8 5 6.5 6.5 6.5 6.5 10 10 10 10 8.5 8.5 8.5 8.5 11.5 11.5 11.5 11.5

Cf 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2

UDL kN/m 4.1 10.9 6.8 8.9 9.6 10.2 10.8 13.7 14.8 15.7 16.6 11.6 12.6 13.3 14.1 15.7 17.0 18.0 19.0

(Z-Direction)

Column nos A2/B2 B1

C1/F1

D1

E1

G1

Ht (m) 10 10 15 10 15 20 30 10 15 20 30 10 15 10 15 20 30

Pz (kN/m2) 1.14 1.14 1.23 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38 1.14 1.23 1.14 1.23 1.31 1.38

Eff. width B (m) 3 5 5 11.5 11.5 6.5 6.5 10 10 6.5 6.5 8.5 8.5 6.5 6.5 6.5 6.5

Cf -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25 -0.25

UDL kN/m -0.9 -1.4 -1.5 -3.3 -3.5 -2.1 -2.2 -2.8 -3.1 -2.1 -2.2 -2.4 -2.6 -1.9 -2.0 -2.1 -2.2

Basic load no : FACE -A (X-Direction) Column nos

C5/C4/A4/A3/B2/B1

A2

FACE -B

37 Wz-ve + IP Ht (m) 10 15 20 30 10 15 20 30

Pz

Basic load no : FACE -A (X-Direction) Eff. width

(kN/m2) 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38

B (m) 5 5 5 5 10 10 10 10

Cf -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1

UDL kN/m -6.3 -6.8 -7.2 -7.6 -12.5 -13.6 -14.4 -15.2

(X-Direction)

Column nos

G5/G1

G2/G3/G4

FACE -C

A4 B4 C4 C5/G5

D5

E5

F5

FACE -D

(m) 10 15 20 30 10 15 20 30

Pz

Eff. width

(kN/m2) 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38

B (m) 5 5 5 5 10 10 10 10

Cf 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1

UDL kN/m 6.3 6.8 7.2 7.6 12.5 13.6 14.4 15.2

A2/B2 B1

C1/F1

D1

E1

G1

A2

(m) 10 10 10 10 15 20 30 10 15 20 30 10 15 20 30 10 15 20 30

Pz

Eff. width

(kN/m2) 1.14 1.14 1.14 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38

B (m) 3 8 5 6.5 6.5 6.5 6.5 10 10 10 10 8.5 8.5 8.5 8.5 11.5 11.5 11.5 11.5

Cf -0.75 -0.75 -0.75 -0.75 -0.75 -0.75 -0.75 -0.75 -0.75 -0.75 -0.75 -0.75 -0.75 -0.75 -0.75 -0.75 -0.75 -0.75 -0.75

UDL kN/m -2.6 -6.8 -4.3 -5.6 -6.0 -6.4 -6.7 -8.5 -9.2 -9.8 -10.4 -7.3 -7.9 -8.3 -8.8 -9.8 -10.6 -11.3 -11.9

G5/G1

G2/G3/G4

(m) 10 10 15 10 15 20 30 10 15 20 30 10 15 10 15 20 30

Pz

Eff. width 2

(kN/m ) 1.14 1.14 1.23 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38 1.14 1.23 1.14 1.23 1.31 1.38

B (m) 3 5 5 11.5 11.5 6.5 6.5 10 10 6.5 6.5 8.5 8.5 6.5 6.5 6.5 6.5

Cf -0.2 -0.2 -0.2 -0.2 -0.2 -0.2 -0.2 -0.2 -0.2 -0.2 -0.2 -0.2 -0.2 -0.2 -0.2 -0.2 -0.2

UDL kN/m -0.7 -1.1 -1.2 -2.6 -2.8 -1.7 -1.8 -2.3 -2.5 -1.7 -1.8 -1.9 -2.1 -1.5 -1.6 -1.7 -1.8

Pz

Eff. width

(kN/m2) 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38

B (m) 5 5 5 5 10 10 10 10

Cf -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1

UDL kN/m -0.6 -0.6 -0.7 -0.7 -1.1 -1.2 -1.3 -1.4

Ht (m) 10 15 20 30 10 15 20 30

Pz

Eff. width

(kN/m2) 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38

B (m) 5 5 5 5 10 10 10 10

Cf 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

UDL kN/m 0.6 0.6 0.7 0.7 1.1 1.2 1.3 1.4

(Z-Direction)

Column nos A4 B4 C4 C5/G5

D5

E5

F5

FACE -D Ht

Ht (m) 10 15 20 30 10 15 20 30

(X-Direction)

Column nos

FACE -C Ht

(Z-Direction)

Column nos

C5/C4/A4/A2/A3/B2/ B1

FACE -B Ht

(Z-Direction)

Column nos

Column nos

38 Wz-ve - IS

Ht (m) 10 10 10 10 15 20 30 10 15 20 30 10 15 20 30 10 15 20 30

Pz

Eff. width

(kN/m2) 1.14 1.14 1.14 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38

B (m) 3 8 5 6.5 6.5 6.5 6.5 10 10 10 10 8.5 8.5 8.5 8.5 11.5 11.5 11.5 11.5

Cf 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25

UDL kN/m 0.9 2.3 1.4 1.9 2.0 2.1 2.2 2.8 3.1 3.3 3.5 2.4 2.6 2.8 2.9 3.3 3.5 3.8 4.0

(Z-Direction)

Column nos A2/B2 B1

C1/F1

D1

E1

G1

Ht (m) 10 10 15 10 15 20 30 10 15 20 30 10 15 10 15 20 30

Pz

Eff. width 2

(kN/m ) 1.14 1.14 1.23 1.14 1.23 1.31 1.38 1.14 1.23 1.31 1.38 1.14 1.23 1.14 1.23 1.31 1.38

B (m) 3 5 5 11.5 11.5 6.5 6.5 10 10 6.5 6.5 8.5 8.5 6.5 6.5 6.5 6.5

Cf -1.2 -1.2 -1.2 -1.2 -1.2 -1.2 -1.2 -1.2 -1.2 -1.2 -1.2 -1.2 -1.2 -1.2 -1.2 -1.2 -1.2

UDL kN/m -4.1 -6.8 -7.4 -15.7 -17.0 -10.2 -10.8 -13.7 -14.8 -10.2 -10.8 -11.6 -12.6 -8.9 -9.6 -10.2 -10.8

Pile capacities :

Comp Tens Shear

Node Max Fx Min Fx Max Fy Min Fy Max Fz Min Fz Max Mx Min Mx Max My Min My Max Mz Min Mz

393 393 393 393 393 393 393 393 393 393 393 393

L/C 167 1 DL 1 LL 1 PO 1 EO 1 EFL 1 TE -1 ALX 1 ALZ -1 EX -1 EQX 114 0.9 DL 0.9 PE 0.9 EE 1 WX+VE - IS 1 TC 184 1 DL 1 LL 1 PT 1 ET 0.25 WX-VE + IP 113 0.9 DL 0.9 PE 0.9 EE 1 WX+VE - IS 1 TE 162 1 DL 1 LL 1 PO 1 EO 1 EFL 1 TC 1 ALX -1 ALZ 1 WZ-VE - IS 121 0.9 DL 0.9 PE 0.9 EE 1 WZ+VE - IS 1 TE 125 0.9 DL 0.9 PE 0.9 EE 1 WZ-VE - IS 1 TE 150 1 DL 1 LL 1 PO 1 EO 1 EFL 1 TC 1 ALX 1 ALZ 1 WZ+VE + IP 150 1 DL 1 LL 1 PO 1 EO 1 EFL 1 TC 1 ALX 1 ALZ 1 WZ+VE + IP 175 1 DL 1 LL 1 PO 1 EO 1 EFL 1 TE 1 ALX -1 ALZ -1 EZ -1 EQZ 114 0.9 DL 0.9 PE 0.9 EE 1 WX+VE - IS 1 TC 167 1 DL 1 LL 1 PO 1 EO 1 EFL 1 TE -1 ALX 1 ALZ -1 EX -1 EQX

Horizontal Fx kN 457.435 -400.611 193.346 -321.018 77.8 160.713 111.03 148.627 148.627 146.97 -400.611 457.435

2150 700 115

Vertical Fy kN 6854.275 2385.58 8145.7 2327.383 6265.156 3457.902 2724.285 7022.642 7022.642 6440.882 2385.58 6854.275

kN kN kN

Horizontal Moment Fz kN Mx kNm My kNm Mz kNm 154.301 -15.732 -13.072 -1562.58 263.121 363.437 25.589 1763.399 154.257 -120.479 0.733 -478.923 205.901 396.443 23.432 1329.576 309.081 430.057 -30.536 31.885 -20.048 -652.943 71.691 -496.416 243.779 603.802 -37.781 -317.858 47.976 -867.993 84.871 -202.768 47.976 -867.993 84.871 -202.768 249.788 466.972 -38.755 -364.78 263.121 363.437 25.589 1763.399 154.301 -15.732 -13.072 -1562.58 NOS REQD :

NOS REQUIRED COMP TENS SHEAR 3.188035 1.109572 3.788698 1.082504 2.914026 1.608327 1.267109 3.266345 3.266345 2.995759 1.109572 3.188035 3.788698

4.197898 4.167766 2.150797 3.316314 2.771498 1.408336 2.329329 1.358073 1.358073 2.520153 4.167766 4.197898 4.197898

Node 385 386 387 388 389 392 393 394 395 396 397 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 451 452 453 454 455 456 457 458 459 460

Horizontal Vertical Horizontal Moment L/C Fx kN Fy kN Fz kN Mx kNm My kNm Mz kNm 1 EARTHQUAKE 133.883 LOAD IN X266.183 - DIRECTION24.677 (EX) 155.418 20.337 803.549 1 EARTHQUAKE 100.611 LOAD IN X360.837 - DIRECTION32.945 (EX) 234.195 38.232 1014.554 1 EARTHQUAKE 163.077 LOAD IN X465.846 - DIRECTION30.829 (EX) 255.166 28.285 895.872 1 EARTHQUAKE63.304 LOAD IN X233.968 - DIRECTION11.354 (EX) 50.983 4.356 200.866 1 EARTHQUAKE 143.879 LOAD IN X445.582 - DIRECTION38.497 (EX) 360.142 28.493 891.439 1 EARTHQUAKE LOAD0 IN X - DIRECTION 0 (EX)0 0.001 0 0 1 EARTHQUAKE 147.335 LOAD IN X165.325 - DIRECTION28.285 (EX) 143.708 16.406 570.003 1 EARTHQUAKE187.89 LOAD IN X594.962 - DIRECTION40.806 (EX) 235.57 48.349 1090.715 1 EARTHQUAKE99.157 LOAD IN X247.814 - DIRECTION37.515 (EX) 267.751 58.639 744.286 1 EARTHQUAKE LOAD 54.1 IN X208.299 - DIRECTION15.894 (EX) 55.775 4.234 175.87 1 EARTHQUAKE86.404 LOAD IN X650.043 - DIRECTION45.941 (EX) 362.858 59.469 728.767 1 EARTHQUAKE LOAD0 IN X - DIRECTION 0 (EX)0 0.001 0 0 1 EARTHQUAKE56.724 LOAD IN X - 58.93 DIRECTION15.695 (EX) 63.587 11.818 262.511 1 EARTHQUAKE44.647 LOAD IN X 90.489 - DIRECTION11.878 (EX) 51.325 18.498 233.265 1 EARTHQUAKE44.235 LOAD IN X 24.138 - DIRECTION11.734 (EX) 57.844 14.825 230.537 1 EARTHQUAKE55.317 LOAD IN X 68.063 - DIRECTION 9.765 (EX) 52.88 10.154 256.383 1 EARTHQUAKE39.219 LOAD IN X 52.327 - DIRECTION13.276 (EX) 76.278 13.472 218.931 1 EARTHQUAKE29.891 LOAD IN X 421.94 - DIRECTION34.724 (EX) 97.186 19.642 137.629 1 EARTHQUAKE91.123 LOAD IN X - DIRECTION 51.1 7.752 (EX) 41.98 5.175 271.822 1 EARTHQUAKE30.057 LOAD IN X 89.073 - DIRECTION 4.242 (EX) 40.223 11.617 236.794 1 EARTHQUAKE LOAD 46.05 IN X 58.405 - DIRECTION 7.823 (EX) 62.816 11.155 325.727 1 EARTHQUAKE55.421 LOAD IN X 33.058 - DIRECTION 9.466 (EX) 49.902 5.809 271.248 1 EARTHQUAKE48.252 LOAD IN X 85.725 - DIRECTION11.282 (EX) 90.288 10.183 268.474 1 EARTHQUAKE39.388 LOAD IN X 78.191 - DIRECTION34.656 (EX) 89.595 16.39 293.045 1 EARTHQUAKE33.917 LOAD IN X 80.742 - DIRECTION 8.555 (EX) 42.498 5.015 228.033 1 EARTHQUAKE82.097 LOAD IN X133.321 - DIRECTION 5.346 (EX) 42.849 4.771 259.215 1 EARTHQUAKE82.147 LOAD IN X 28.172 - DIRECTION 8.858 (EX) 63.806 6.533 263.324 1 EARTHQUAKE57.328 LOAD IN X121.177 - DIRECTION 9.202 (EX) 49.961 7.098 248.243 1 EARTHQUAKE83.018 LOAD IN X141.837 - DIRECTION13.009 (EX) 92.786 5.336 262.073 1 EARTHQUAKE50.772 LOAD IN X 236.42 - DIRECTION16.125 (EX) 75.491 6.287 241.255 1 EARTHQUAKE70.257 LOAD IN X160.101 - DIRECTION 8.641 (EX) 41.063 7.696 248.139 1 EARTHQUAKE LOAD 50.25 IN X - 104.2 DIRECTION12.967 (EX) 42.572 13.261 246.951 1 EARTHQUAKE49.045 LOAD IN X136.251 - DIRECTION10.731 (EX) 39.184 7.543 243.535 1 EARTHQUAKE19.253 LOAD IN X907.199 - DIRECTION 8.729 (EX) 180.208 44.87 112.64 1 EARTHQUAKE37.338 LOAD IN X660.698 - DIRECTION 3.827 (EX) 166.515 76.719 209.435 1 EARTHQUAKE LOAD 6.611 IN X 12.782 - DIRECTION 4.415 (EX) 24.334 7.357 31.465 1 EARTHQUAKE LOAD 3.174 IN X - 7.204 DIRECTION 4.061 (EX) 23.051 8.719 21.8 1 EARTHQUAKE LOAD 5.884 IN X 12.675 - DIRECTION 5.868 (EX) 33.07 5.332 29.45 1 EARTHQUAKE LOAD 3.394 IN X 13.291 - DIRECTION 8.529 (EX) 48.059 9.557 22.508 1 EARTHQUAKE LOAD 2.525 IN X 10.999 - DIRECTION 7.098 (EX) 40.26 9.987 20.112 1 EARTHQUAKE LOAD 6.019 IN X - 8.841 DIRECTION 5.056 (EX) 28.692 6.004 29.841 1 EARTHQUAKE LOAD 5.892 IN X 12.287 - DIRECTION 2.916 (EX) 15.374 7.705 29.438 1 EARTHQUAKE15.758 LOAD IN X 13.768 - DIRECTION 2.955 (EX) 15.486 7.492 80.557

1495 1 EARTHQUAKE37.887 LOAD IN X562.035 - DIRECTION20.055 (EX) 1501 1 EARTHQUAKE30.513 LOAD IN X238.778 - DIRECTION20.675 (EX) 1523 1 EARTHQUAKE LOAD 0.3 IN X 14.478 - DIRECTION 0.082 (EX) 2493.343 8367.554 666.736

75.215 75.459 0.505 4111.91

22.817 142.158 22.859 168.335 0.001 2.292 748.497 13263.09

Node 385 386 387 388 389 392 393 394 395 396 397 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 451 452 453 454 455 456 457 458 459 460

Horizontal Vertical Horizontal L/C Fx kN Fy kN Fz kN 2 EARTHQUAKE LOAD 60.15 IN Z184.524 - DIRECTION 36.66 (EZ) 2 EARTHQUAKE53.154 LOAD IN1192.194 Z - DIRECTION 124.757 (EZ) 2 EARTHQUAKE84.656 LOAD IN Z906.234 - DIRECTION117.45 (EZ) 2 EARTHQUAKE34.632 LOAD IN Z203.176 - DIRECTION49.418 (EZ) 2 EARTHQUAKE 102.275 LOAD IN1226.757 Z - DIRECTION159.22 (EZ) 2 EARTHQUAKE LOAD0 IN Z - DIRECTION 0 (EZ) 0 2 EARTHQUAKE37.409 LOAD IN Z 57.881 - DIRECTION44.692 (EZ) 2 EARTHQUAKE47.509 LOAD IN Z892.387 - DIRECTION 153.957 (EZ) 2 EARTHQUAKE24.981 LOAD IN Z756.347 - DIRECTION 143.136 (EZ) 2 EARTHQUAKE13.361 LOAD IN Z141.401 - DIRECTION68.857 (EZ) 2 EARTHQUAKE22.021 LOAD IN Z989.955 - DIRECTION191.08 (EZ) 2 EARTHQUAKE LOAD0 IN Z - DIRECTION 0 (EZ) 0 2 EARTHQUAKE LOAD 8.694 IN Z 26.483 - DIRECTION24.632 (EZ) 2 EARTHQUAKE LOAD 6.541 IN Z 42.139 - DIRECTION43.863 (EZ) 2 EARTHQUAKE LOAD 7.463 IN Z 72.715 - DIRECTION45.206 (EZ) 2 EARTHQUAKE LOAD 9.292 IN Z - 79.17 DIRECTION43.085 (EZ) 2 EARTHQUAKE LOAD 6.59 IN Z 68.478 - DIRECTION 53.45 (EZ) 2 EARTHQUAKE LOAD 5.66 IN Z171.197 - DIRECTION 215.639 (EZ) 2 EARTHQUAKE LOAD 6.596 IN Z 17.212 - DIRECTION12.085 (EZ) 2 EARTHQUAKE LOAD 2.065 IN Z - 6.272 DIRECTION17.911 (EZ) 2 EARTHQUAKE LOAD 3.149 IN Z - 2.399 DIRECTION 29.99 (EZ) 2 EARTHQUAKE LOAD 3.978 IN Z 25.616 - DIRECTION41.127 (EZ) 2 EARTHQUAKE LOAD 3.095 IN Z 14.318 - DIRECTION46.779 (EZ) 2 EARTHQUAKE LOAD 2.851 IN Z 82.616 - DIRECTION 168.327 (EZ) 2 EARTHQUAKE LOAD 3.123 IN Z 16.581 - DIRECTION12.943 (EZ) 2 EARTHQUAKE LOAD 8.268 IN Z136.451 - DIRECTION20.525 (EZ) 2 EARTHQUAKE LOAD 8.728 IN Z123.156 - DIRECTION34.677 (EZ) 2 EARTHQUAKE LOAD 6.271 IN Z 54.848 - DIRECTION39.762 (EZ) 2 EARTHQUAKE LOAD 8.595 IN Z175.969 - DIRECTION52.238 (EZ) 2 EARTHQUAKE LOAD 4.788 IN Z192.217 - DIRECTION89.322 (EZ) 2 EARTHQUAKE17.853 LOAD IN Z 48.177 - DIRECTION 5.241 (EZ) 2 EARTHQUAKE LOAD 8.082 IN Z 14.857 - DIRECTION 9.226 (EZ) 2 EARTHQUAKE LOAD 3.308 IN Z - 7.831 DIRECTION 6.939 (EZ) 2 EARTHQUAKE67.196 LOAD IN1338.815 Z - DIRECTION 50.14 (EZ) 2 EARTHQUAKE20.193 LOAD IN1071.197 Z - DIRECTION23.859 (EZ) 2 EARTHQUAKE LOAD 1.292 IN Z - 9.509 DIRECTION 6.591 (EZ) 2 EARTHQUAKE LOAD 0.685 IN Z 23.807 - DIRECTION14.458 (EZ) 2 EARTHQUAKE LOAD 1.241 IN Z - 36.33 DIRECTION22.918 (EZ) 2 EARTHQUAKE LOAD 0.766 IN Z 53.262 - DIRECTION34.385 (EZ) 2 EARTHQUAKE LOAD 0.595 IN Z 62.676 - DIRECTION39.998 (EZ) 2 EARTHQUAKE LOAD 1.283 IN Z 34.946 - DIRECTION21.848 (EZ) 2 EARTHQUAKE LOAD 1.176 IN Z - 3.295 DIRECTION 1.793 (EZ) 2 EARTHQUAKE LOAD 1.772 IN Z - 2.056 DIRECTION 1.908 (EZ)

Moment Mx kNm My kNm Mz kNm 235.635 36.34 358.78 852.808 71.749 480.357 985.473 65.54 427.767 219.477 22.253 99.145 1462.426 106.375 461.021 0 0 0 226.402 31.045 144.132 860.311 65.967 275.888 1031.72 60.517 186.578 240.123 16.737 43.926 1477.708 100.019 182.958 0 0 0 99.428 8.671 42.586 187.172 8.97 37.412 223.046 10.281 39.391 227.996 17.838 43.701 310.397 20.702 36.694 554.214 10.994 22.423 65.878 8.971 18.982 149.259 10.553 16.244 242.366 10.668 21.679 215.171 18.551 18.518 366.079 17.366 18.093 481.01 6.19 20.46 66.302 8.922 23.871 155.607 11.075 26.812 249.863 8.696 27.01 215.61 18.605 25.388 375.162 16.92 26.477 420.835 2.799 24.096 29.503 7.015 62.755 31.228 6.504 40.574 28.366 5.465 16.611 998.526 23.762 810.593 927.108 19.024 607.601 37.068 1.902 6.172 81.63 0.736 4.499 128.987 2.011 6.121 193.544 1.007 4.807 225.455 1.367 4.34 123.653 1.741 6.246 9.73 1.877 5.843 10.056 1.846 9.235

1495 2 EARTHQUAKE LOAD 6.521 IN Z877.932 - DIRECTION79.781 (EZ) 337.042 1501 2 EARTHQUAKE LOAD 7.799 IN Z921.867 - DIRECTION89.599 (EZ) 343.441 1523 2 EARTHQUAKE LOAD 0.143 IN Z - 3.477 DIRECTION 0.357 (EZ) 2.334 725.8 12368.73 2489.829 15705.15

13.109 22.923 11.556 24.791 0 0.771 892.236 4784.271