2d232781-71b8-4628-a11c-537c6cb2e60a 99 2 5 true false 0 decimal

&[DATE] &[TIME] - &[FILENAME]

NorthWoods Software

Program Name:

Wind_Loads

Project Name:

Name

Project Number:

Number

Project Description:

Describe

Project Designer:

Dik

Last Revised (yy-mm-dd):

18-07-15

Reference:

NBCC-10

Created using SMath Studio, a MathCAD workalike from https://en.smath.info/view/SMathStudio

The User is responsible to verify data using an alternative method

Menu:

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Enter Data Space

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Important Output

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Logical Constructs

Blue Text: Units

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Summation

Defined Units:

K kip :

kilopounds force

ft_K ft kip * :

Foot-Kips (Moment)

kN_m kN m * :

kiloNewton-metres

Input Data:

H 14.67 ft * :

H 4.4714 m *

Building Eave Height

B 33 ft * :

B 10.0584 m *

Building Width

L 40 ft * :

L 12.192 m *

Building Length

m 18.4349 ° * :

Building Roof Slope

q.50 9.40 psf * :

q.50 kPa 0.4501

Design Wind Pressure

Gust Coefficient

C.g 2.0 :

Importance Factor (Wind):

Import 1 Low 0.80 0.75 2 Normal 1.00 0.75 3 High 1.15 0.75 4 Post Disaster 1.25 0.75 44 mat :

NDX.import 2 :

Cat Import NDX.import 2 el :

Cat Normal

I.W_ULS Import NDX.import 3 el :

I.W_ULS 1

I.W_SLS Import NDX.import 4 el :

I.W_SLS 0.75

Calculations:

Building Properties

h H B 4 / m tan * + :

h ft 17.42

h 5.31 m *

mid height of roof

h' H B 2 / m tan * + :

h' ft 20.17

h' 6.148 m *

ridge height of roof

r' B 2 / 1 m cos / * :

r' ft 17.3925

r' 5.3012 m *

chord dist of roof

Exposure Coefficient

C.e 0.7 h m / 12 / (0.3^* 0.7 12 mat max :

C.e 0.7

z 0.1 B L 12 mat min * :

z ft 3.3

z 1.006 m *

z 0.4 H * :

z ft 5.868

z 1.789 m *

z 0.04 B L 12 mat min * :

z ft 1.32

z 0.402 m *

z 1 m * :

z 0.1 B L 12 mat min * 0.4 H * 0.04 B L 12 mat min * 1.0 m * 14 mat max :

z ft 5.87

z 1.789 m *

h.z H z m tan * + :

h.z ft 16.63

h.z 5.068 m *

y 2 z * 6 m * 12 mat max :

y ft 19.69

y 6.000 m *

Wind Pressure Design (Transverse Wind Direction):

Wind Pressure Zones (Column 1)

1 = 1

Pcoef 1 1E 2 2E 3 3E 4 4E 81 mat :

2 = 1E

3 = 2

4 = 2E

5 = 3

6 = 3E

7 = 4

8 = 4E

External Pressure Coefficients (Column 2)

m 5 ° * ≤ Pcoef 12 el 0.75 : Pcoef 22 el 1.15 : Pcoef 32 el 1.3 - : Pcoef 42 el 2.0 - : Pcoef 52 el 0.7 - : Pcoef 62 el 1.0 - : Pcoef 72 el 0.55 - : Pcoef 82 el 0.8 - : 81 line dummy 0 : if

m 5 ° * > (m 30 ° * ≤ (& Pcoef 12 el 1.0 : Pcoef 22 el 1.5 : Pcoef 32 el 1.3 - : Pcoef 42 el 2.0 - : Pcoef 52 el 0.9 - : Pcoef 62 el 1.3 - : Pcoef 72 el 0.8 - : Pcoef 82 el 1.2 - : 81 line dummy 0 : if

m 30 ° * > (m 45 ° * ≤ (& Pcoef 12 el 1.05 : Pcoef 22 el 1.3 : Pcoef 32 el 0.4 : Pcoef 42 el 0.5 : Pcoef 52 el 0.8 - : Pcoef 62 el 1.0 - : Pcoef 72 el 0.7 - : Pcoef 82 el 0.9 - : 81 line dummy 0 : if

m 45 ° * > Pcoef 12 el 1.05 : Pcoef 22 el 1.3 : Pcoef 32 el 0.4 : Pcoef 42 el 0.5 : Pcoef 52 el 0.8 - : Pcoef 62 el 1.0 - : Pcoef 72 el 0.7 - : Pcoef 82 el 0.9 - : 81 line dummy 0 : if

Basic Design Pressures (Column 3)

i 18 range Pcoef i 3 el Pcoef i 2 el C.e * C.g * q.50 * : for

a Pcoef 33 el :

a psf 17.1 -

Areas (Column 4)

1 = 1

Pcoef 14 el L y - (H * : Pcoef 24 el y H * : Pcoef 34 el L y - (r' * : Pcoef 44 el y r' * : Pcoef 54 el L y - (r' * : Pcoef 64 el y r' * : Pcoef 74 el L y - (H * : Pcoef 84 el y H * : 81 line

2 = 1E

3 = 2

a Pcoef 34 el :

4 = 2E

a ft 2^353.3

5 = 3

6 = 3E

7 = 4

8 = 4E

A.col Pcoef 4 col :

A.4_sum A.col (i el i 1 A.col length sum :

A.4_sum ft 2^2565.0

A.4_sum m 2^238.3

Force Magnitude (Column 5)

i 18 range Pcoef i 5 el Pcoef i 3 el Pcoef i 4 el * : for

a Pcoef 33 el Pcoef 34 el * :

a K 6.0 -

X-Axis Force Component (Column 6)

Force Parallel to the X-Axis

Pcoef 16 el Pcoef - 15 el 1 * : Pcoef 26 el Pcoef - 25 el 1 * : Pcoef 36 el Pcoef - 35 el m sin * : Pcoef 46 el Pcoef - 45 el m sin * : Pcoef 56 el Pcoef 55 el m sin * : Pcoef 66 el Pcoef 65 el m sin * : Pcoef 76 el Pcoef 75 el 1 * : Pcoef 86 el Pcoef 85 el 1 * : 81 line

1 = 1

a Pcoef 36 el :

2 = 1E

a K 1.9

3 = 2

4 = 2E

5 = 3

6 = 3E

7 = 4

8 = 4E

X.col Pcoef 6 col :

X.6_sum X.col (i el i 1 X.col length sum :

X.6_sum K 15.7 -

X.6_sum kN 70.0 -

Y-Axis Force Component (Column 7)

Force Parallel to the Y-Axis

i 18 range Pcoef i 7 el 0.0 : for

a Pcoef 37 el :

a K 0

Y.col Pcoef 7 col :

Y.7_sum Y.col (i el i 1 Y.col length sum :

Y.7_sum K 0.0

Y.7_sum kN 0.0

Z-Axis Force Component (Column 8)

Force Parallel to the Z-Axis

Pcoef 18 el 0.0 - : Pcoef 28 el 0.0 - : Pcoef 38 el Pcoef - 35 el m cos * : Pcoef 48 el Pcoef - 45 el m cos * : Pcoef 58 el Pcoef - 55 el m cos * : Pcoef 68 el Pcoef - 65 el m cos * : Pcoef 78 el 0.0 - : Pcoef 88 el 0.0 - : 81 line

1 = 1

2 = 1E

a Pcoef 38 el :

3 = 2

a K 5.7

4 = 2E

5 = 3

6 = 3E

7 = 4

8 = 4E

Z.col Pcoef 8 col :

Z.8_sum Z.col (i el i 1 Z.col length sum :

Z.8_sum K 23.8

Z.8_sum kN 105.9

X-Axis Force Coordinate (Column 9)

Pcoef 19 el B : Pcoef 29 el B : Pcoef 39 el 0.75 B * : Pcoef 49 el 0.75 B * : Pcoef 59 el 0.25 B * : Pcoef 69 el 0.25 B * : Pcoef 79 el 0.0 : Pcoef 89 el 0.0 : 81 line

a Pcoef 39 el :

a ft 24.8

Y-Axis Force Coordinate (Column 10)

Pcoef 110 el L L y - (2 / - : Pcoef 210 el y 2 / : Pcoef 310 el L L y - (2 / - : Pcoef 410 el y 2 / : Pcoef 510 el L L y - (2 / - : Pcoef 610 el y 2 / : Pcoef 710 el L L y - (2 / - : Pcoef 810 el y 2 / : 81 line

1 = 1

2 = 1E

a Pcoef 310 el :

3 = 2

a ft 29.8

4 = 2E

5 = 3

6 = 3E

7 = 4

8 = 4E

Z-Axis Force Coordinate (Column 11)

Pcoef 111 el H 2 / : Pcoef 211 el H 2 / : Pcoef 311 el h : Pcoef 411 el h : Pcoef 511 el h : Pcoef 611 el h : Pcoef 711 el H 2 / : Pcoef 811 el H 2 / : 81 line

a Pcoef 311 el :

a ft 17.4

X-Axis Moment (Column 12)

Moments about X-Axis from Fy

i 18 range Pcoef i 12 el Pcoef - i 7 el Pcoef i 11 el * : for

a Pcoef 312 el :

a ft_K 0.00

XY.col Pcoef 12 col :

XY.12_sum XY.col (i el i 1 XY.col length sum :

XY.12_sum ft_K 0.0

XY.12_sum kN_m 0.0

X-Axis Moment (Column 13)

Moments about X-Axis from Fz

i 18 range Pcoef i 13 el Pcoef i 8 el Pcoef i 10 el * : for

a Pcoef 313 el :

a ft_K 171.1

XZ.col Pcoef 13 col :

XZ.13_sum XZ.col (i el i 1 XZ.col length sum :

XZ.13_sum ft_K 428.4

XZ.13_sum kN_m 580.9

Y-Axis Moment (Column 14)

Moments about Y-Axis from Fx

i 18 range Pcoef i 14 el Pcoef i 6 el Pcoef i 11 el * : for

a Pcoef 314 el :

Pcoef i 6 el

a ft_K 33.3

YX.col Pcoef 14 col :

YX.14_sum YX.col (i el i 1 YX.col length sum :

YX.14_sum ft_K 99.4 -

YX.14_sum kN_m 134.8 -

Y-Axis Moment (Column 15)

Moments about Y-Axis from Fz

i 18 range Pcoef i 15 el Pcoef - i 8 el Pcoef i 9 el * : for

a Pcoef 315 el :

a ft_K 141.9 -

YZ.col Pcoef 15 col :

YZ.15_sum YZ.col (i el i 1 YZ.col length sum :

YZ.15_sum ft_K 432.1 -

YZ.15_sum kN_m 585.9 -

Z-Axis Moment (Column 16)

Moments about Z-Axis from Fx

i 18 range Pcoef i 16 el Pcoef - i 6 el Pcoef i 10 el * : for

a Pcoef 316 el :

a ft_K 57.0 -

ZX.col Pcoef 16 col :

ZX.16_sum ZX.col (i el i 1 ZX.col length sum :

ZX.16_sum ft_K 284.3

ZX.16_sum kN_m 385.5

Z-Axis Moment (Column 17)

Moments about Z-Axis from Fy

i 18 range Pcoef i 17 el Pcoef i 7 el Pcoef i 11 el * : for

a Pcoef 317 el :

a ft_K 0.0

ZY.col Pcoef 17 col :

Pcoef i 6 el

ZY.17_sum ZY.col (i el i 1 ZY.col length sum :

ZY.17_sum ft_K 0.0

ZY.17_sum kN_m 0.0

Centroid of Forces

Y-Coordinate for X-Force

X.6_sum 0 ≠ Y.centroid ZX.16_sum X.6_sum / abs : Dummy 0 : if

Y.centroid ft 18.07

Pcoef 11 630.1042 kg m s 2^* / * 27.687 m 2^* 17445.7002 kg m * s 2^/ * 17445.7002 kg m * s 2^/ * - 00 10.0584 m * 9.096 m * 2.2357 m * 00 39003.4914 kg m 2^* s 2^/ * - 0 1.5869 105^* kg m 2^* s 2^/ * 0 1E 1.5 945.1563 kg m s 2^* / * 26.8285 m 2^* 25357.1223 kg m * s 2^/ * 25357.1223 kg m * s 2^/ * - 00 10.0584 m * 3 m * 2.2357 m * 00 56691.1213 kg m 2^* s 2^/ * - 0 76071.367 kg m 2^* s 2^/ * 02 1.3 - 819.1355 kg m s 2^* / * - 32.8253 m 2^* 26888.3535 kg m * s 2^/ * - 8502.8222 kg m * s 2^/ * 0 25508.5391 kg m * s 2^/ * 7.5438 m * 9.096 m * 5.3096 m * 0 2.3203 105^* kg m 2^* s 2^/ * 45146.7006 kg m 2^* s 2^/ * 1.9243 105^* kg m 2^* s 2^/ * - 77341.6709 kg m 2^* s 2^/ * - 0 2E 2 - 1260.2084 kg m s 2^* / * - 31.8074 m 2^* 40084.0094 kg m * s 2^/ * - 12675.6443 kg m * s 2^/ * 0 38027.041 kg m * s 2^/ * 7.5438 m * 3 m * 5.3096 m * 0 1.1408 105^* kg m 2^* s 2^/ * 67302.7738 kg m 2^* s 2^/ * 2.8687 105^* kg m 2^* s 2^/ * - 38026.933 kg m 2^* s 2^/ * - 03 0.9 - 567.0938 kg m s 2^* / * - 32.8253 m 2^* 18615.0139 kg m * s 2^/ * - 5886.5692 kg m * s 2^/ * - 0 17659.7578 kg m * s 2^/ * 2.5146 m * 9.096 m * 5.3096 m * 0 1.6063 105^* kg m 2^* s 2^/ * 31255.4081 kg m 2^* s 2^/ * - 44407.2271 kg m 2^* s 2^/ * - 53544.2337 kg m 2^* s 2^/ * 0 3E 1.3 - 819.1355 kg m s 2^* / * - 31.8074 m 2^* 26054.6061 kg m * s 2^/ * - 8239.1688 kg m * s 2^/ * - 0 24717.5767 kg m * s 2^/ * 2.5146 m * 3 m * 5.3096 m * 0 74152.73 kg m 2^* s 2^/ * 43746.803 kg m 2^* s 2^/ * - 62154.8183 kg m 2^* s 2^/ * - 24717.5064 kg m 2^* s 2^/ * 04 0.8 - 504.0834 kg m s 2^* / * - 27.687 m 2^* 13956.5601 kg m * s 2^/ * - 13956.5601 kg m * s 2^/ * - 000 9.096 m * 2.2357 m * 00 31202.7932 kg m 2^* s 2^/ * - 0 1.2695 105^* kg m 2^* s 2^/ * 0 4E 1.2 - 756.125 kg m s 2^* / * - 26.8285 m 2^* 20285.6979 kg m * s 2^/ * - 20285.6979 kg m * s 2^/ * - 0003 m * 2.2357 m * 00 45352.897 kg m 2^* s 2^/ * - 0 60857.0936 kg m 2^* s 2^/ * 0817 mat

Wind Pressure Design (Longitudinal Wind Direction):

Wind Pressure Zones (Column 1)

1 = 1

Pcoef 1 1E 2 2E 3 3E 4 4E 5 5E 6 6E 121 mat :

2 = 1E

3 = 2

4 = 2E

5 = 3

6 = 3E

7 = 4

8 = 4E

9 = 5

10 = 5E

11 = 6

12 = 6E

External Pressure Coefficients (Column 2)

m 90 ° * < Pcoef 12 el 0.85 - : Pcoef 22 el 0.90 - : Pcoef 32 el 1.30 - : Pcoef 42 el 2.00 - : Pcoef 52 el 0.70 - : Pcoef 62 el 1.00 - : Pcoef 72 el 0.85 - : Pcoef 82 el 0.90 - : Pcoef 92 el 0.75 : Pcoef 102 el 1.15 : Pcoef 112 el 0.55 - : Pcoef 122 el 0.80 - : 121 line dummy 0 : if

1 = 1

2 = 1E

3 = 2

4 = 2E

5 = 3

6 = 3E

7 = 4

8 = 4E

9 = 5

10 = 5E

11 = 6

12 = 6E

Basic Design Pressures (Column 3)

i 112 range Pcoef i 3 el Pcoef i 2 el C.e * C.g * q.50 * : for

Areas (Column 4)

Pcoef 14 el L y - (H * : Pcoef 24 el y H * : Pcoef 34 el L y - (r' * : Pcoef 44 el y r' * : Pcoef 54 el L y - (r' * : Pcoef 64 el y r' * : Pcoef 74 el L y - (H * : Pcoef 84 el y H * : Pcoef 94 el B h * h h.z + 2 / (z * - : Pcoef 104 el h h.z + 2 / (z * : Pcoef 114 el B h * h h.z + 2 / (z * - : Pcoef 124 el h h.z + 2 / (z * : 121 line

1 = 1

2 = 1E

3 = 2

4 = 2E

5 = 3

6 = 3E

7 = 4

8 = 4E

9 = 5

10 = 5E

11 = 6

12 = 6E

A.col Pcoef 4 col :

A.4_sum A.col (i el i 1 A.col length sum :

A.4_sum ft 2^3714.7

A.4_sum m 2^345.1

Force Magnitude (Column 5)

i 112 range Pcoef i 5 el Pcoef i 3 el Pcoef i 4 el * : for

X-Axis Force Component (Column 6)

Pcoef 16 el Pcoef - 15 el 1 * : Pcoef 26 el Pcoef - 25 el 1 * : Pcoef 36 el Pcoef - 35 el m sin * : Pcoef 46 el Pcoef - 45 el m sin * : Pcoef 56 el Pcoef 55 el m sin * : Pcoef 66 el Pcoef 65 el m sin * : Pcoef 76 el Pcoef 75 el 1 * : Pcoef 86 el Pcoef 85 el 1 * : Pcoef 96 el Pcoef 95 el 0 * : Pcoef 106 el Pcoef 105 el 0 * : Pcoef 116 el Pcoef 115 el 0 * : Pcoef 126 el Pcoef 125 el 0 * : 121 line

1 = 1

2 = 1E

3 = 2

4 = 2E

5 = 3

6 = 3E

7 = 4

8 = 4E

9 = 5

10 = 5E

11 = 6

12 = 6E

X.col Pcoef 6 col :

X.sum X.col (i el i 1 X.col length sum :

X.sum K 2.307

X.sum kN 10.2622

Y-Axis Force Component (Column 7)

i 18 range Pcoef i 7 el 0.0 : for

Pcoef 97 el Pcoef 95 el : Pcoef 107 el Pcoef 105 el : Pcoef 117 el Pcoef 115 el 1 - (* : Pcoef 127 el Pcoef 125 el 1 - (* : 41 line

Y.col Pcoef 7 col :

Y.sum Y.col (i el i 1 Y.col length sum :

Y.sum K 10.6892

Y.sum kN 47.5478

Z-Axis Force Component (Column 8)

1 = 1

Pcoef 18 el 0 : Pcoef 28 el 0 : Pcoef 38 el Pcoef - 35 el m cos * : Pcoef 48 el Pcoef - 45 el m cos * : Pcoef 58 el Pcoef 55 el m cos * : Pcoef 68 el Pcoef 65 el m cos * : Pcoef 78 el 0.0 : Pcoef 88 el 0.0 : 81 line

2 = 1E

3 = 2

4 = 2E

5 = 3

6 = 3E

7 = 4

8 = 4E

9 = 5

i 912 range Pcoef i 8 el 0.0 : for

10 = 5E

Z.col Pcoef 8 col :

11 = 6

Z.sum Z.col (i el i 1 Z.col length sum :

12 = 6E

Z.sum K 6.9211

Z.sum kN 30.7867

X-Axis Force Coordinate (Column 9)

Pcoef 19 el B : Pcoef 29 el B : Pcoef 39 el 0.75 B * : Pcoef 49 el 0.75 B * : Pcoef 59 el 0.25 B * : Pcoef 69 el 0.25 B * : Pcoef 79 el 0.0 : Pcoef 89 el 0.0 : Pcoef 99 el B z - (2 / : Pcoef 109 el B z 2 / - : Pcoef 119 el B z - (2 / : Pcoef 129 el B z 2 / - : 121 line

Y-Axis Force Coordinate (Column 10)

1 = 1

Pcoef 110 el L L y - (2 / - : Pcoef 210 el y 2 / : Pcoef 310 el L L y - (2 / - : Pcoef 410 el y 2 / : Pcoef 510 el L L y - (2 / - : Pcoef 610 el y 2 / : Pcoef 710 el L L y - (2 / - : Pcoef 810 el y 2 / : Pcoef 910 el 0 : Pcoef 1010 el 0 : Pcoef 1110 el L : Pcoef 1210 el L : 121 line

2 = 1E

3 = 2

4 = 2E

5 = 3

6 = 3E

7 = 4

8 = 4E

9 = 5

10 = 5E

11 = 6

12 = 6E

Z-Axis Force Coordinate (Column 11)

1 = 1

Pcoef 111 el H 2 / : Pcoef 211 el H 2 / : Pcoef 311 el h : Pcoef 411 el h : Pcoef 511 el h : Pcoef 611 el h : Pcoef 711 el H 2 / : Pcoef 811 el H 2 / : Pcoef 911 el B h * 2 / (h 2 / * h' h.z + 2 / (h' h.z + 2 / (* h' h.z + 2 / (* + h B * / : Pcoef 1011 el h.z H + (2 / : Pcoef 1111 el B h * 2 / (h 2 / * h' h.z + 2 / (h' h.z + 2 / (* h' h.z + 2 / (* + h B * / : Pcoef 1211 el h.z H + (2 / : 121 line

2 = 1E

3 = 2

4 = 2E

5 = 3

6 = 3E

7 = 4

8 = 4E

9 = 5

10 = 5E

11 = 6

12 = 6E

X-Axis Moment (Column 12)

Moments about X-Axis from Fy

i 112 range Pcoef i 12 el Pcoef i 7 el Pcoef i 11 el * : for

XY.col Pcoef 12 col :

XY.12_sum XY.col (i el i 1 XY.col length sum :

XY.12_sum ft_K 163.5

XY.12_sum kN_m 221.7

X-Axis Moment (Column 13)

Moments about X-Axis from Fz

i 112 range Pcoef i 13 el Pcoef i 8 el Pcoef i 10 el * : for

XZ.col Pcoef 13 col :

XZ.13_sum XZ.col (i el i 1 XZ.col length sum :

XZ.13_sum ft_K 121.1

XZ.13_sum kN_m 164.1

Y-Axis Moment (Column 14)

Moments about Y-Axis from Fx

i 112 range Pcoef i 14 el Pcoef i 6 el Pcoef i 11 el * : for

YX.col Pcoef 14 col :

YX.14_sum YX.col (i el i 1 YX.col length sum :

YX.14_sum ft_K 40.2

YX.14_sum kN_m 54.5

Y-Axis Moment (Column 15)

Moments about Y-Axis from Fz

i 112 range Pcoef i 15 el Pcoef i 8 el Pcoef i 9 el * : for

YZ.col Pcoef 15 col :

YZ.15_sum YZ.col (i el i 1 YZ.col length sum :

YZ.15_sum ft_K 292.8

YZ.15_sum kN_m 396.9

Z-Axis Moment (Column 16)

Moments about Z-Axis from Fx

i 18 range Pcoef i 16 el Pcoef i 6 el Pcoef i 10 el * : for

ZX.col Pcoef 16 col :

ZX.16_sum ZX.col (i el i 1 ZX.col length sum :

ZX.16_sum ft_K 40.4

ZX.16_sum kN_m 54.7

Z-Axis Moment (Column 17)

Moments about Z-Axis from Fy

i 18 range Pcoef i 17 el Pcoef i 7 el Pcoef i 11 el * : for

ZY.col Pcoef 17 col :

ZY.17_sum ZY.col (i el i 1 ZY.col length sum :

ZY.17_sum ft_K 0

ZY.17_sum kN_m 0

Pcoef 1 0.85 - 535.5886 kg m s 2^* / * - 27.687 m 2^* 14828.8451 kg m * s 2^/ * - 14828.8451 kg m * s 2^/ * 00 10.0584 m * 9.096 m * 2.2357 m * 00 33152.9677 kg m 2^* s 2^/ * 0 1.3488 105^* kg m 2^* s 2^/ * 0 1E 0.9 - 567.0938 kg m s 2^* / * - 26.8285 m 2^* 15214.2734 kg m * s 2^/ * - 15214.2734 kg m * s 2^/ * 00 10.0584 m * 3 m * 2.2357 m * 00 34014.6728 kg m 2^* s 2^/ * 0 45642.8202 kg m 2^* s 2^/ * 02 1.3 - 819.1355 kg m s 2^* / * - 32.8253 m 2^* 26888.3535 kg m * s 2^/ * - 8502.8222 kg m * s 2^/ * 0 25508.5391 kg m * s 2^/ * 7.5438 m * 9.096 m * 5.3096 m * 0 2.3203 105^* kg m 2^* s 2^/ * 45146.7006 kg m 2^* s 2^/ * 1.9243 105^* kg m 2^* s 2^/ * 77341.6709 kg m 2^* s 2^/ * 0 2E 2 - 1260.2084 kg m s 2^* / * - 31.8074 m 2^* 40084.0094 kg m * s 2^/ * - 12675.6443 kg m * s 2^/ * 0 38027.041 kg m * s 2^/ * 7.5438 m * 3 m * 5.3096 m * 0 1.1408 105^* kg m 2^* s 2^/ * 67302.7738 kg m 2^* s 2^/ * 2.8687 105^* kg m 2^* s 2^/ * 38026.933 kg m 2^* s 2^/ * 03 0.7 - 441.0729 kg m s 2^* / * - 32.8253 m 2^* 14478.3442 kg m * s 2^/ * - 4578.4427 kg m * s 2^/ * - 0 13735.3672 kg m * s 2^/ * - 2.5146 m * 9.096 m * 5.3096 m * 0 1.2494 105^* kg m 2^* s 2^/ * - 24309.7619 kg m 2^* s 2^/ * - 34538.9544 kg m 2^* s 2^/ * - 41645.5151 kg m 2^* s 2^/ * - 0 3E 1 - 630.1042 kg m s 2^* / * - 31.8074 m 2^* 20042.0047 kg m * s 2^/ * - 6337.8222 kg m * s 2^/ * - 0 19013.5205 kg m * s 2^/ * - 2.5146 m * 3 m * 5.3096 m * 0 57040.5615 kg m 2^* s 2^/ * - 33651.3869 kg m 2^* s 2^/ * - 47811.3987 kg m 2^* s 2^/ * - 19013.4665 kg m 2^* s 2^/ * - 04 0.85 - 535.5886 kg m s 2^* / * - 27.687 m 2^* 14828.8451 kg m * s 2^/ * - 14828.8451 kg m * s 2^/ * - 000 9.096 m * 2.2357 m * 00 33152.9677 kg m 2^* s 2^/ * - 0 1.3488 105^* kg m 2^* s 2^/ * - 0 4E 0.9 - 567.0938 kg m s 2^* / * - 26.8285 m 2^* 15214.2734 kg m * s 2^/ * - 15214.2734 kg m * s 2^/ * - 0003 m * 2.2357 m * 00 34014.6728 kg m 2^* s 2^/ * - 0 45642.8202 kg m 2^* s 2^/ * - 05 0.75 472.5782 kg m s 2^* / * 44.126 m 2^* 20853.006 kg m * s 2^/ * 0 20853.006 kg m * s 2^/ * 0 4.1349 m * 0 4.6293 m * 96534.9302 kg m 2^* s 2^/ * 00000 5E 1.15 724.6198 kg m s 2^* / * 9.2802 m 2^* 6724.5957 kg m * s 2^/ * 0 6724.5957 kg m * s 2^/ * 0 9.1641 m * 0 4.7695 m * 32073.0235 kg m 2^* s 2^/ * 000006 0.55 - 346.5573 kg m s 2^* / * - 44.126 m 2^* 15292.2044 kg m * s 2^/ * - 0 15292.2044 kg m * s 2^/ * 0 4.1349 m * 12.192 m * 4.6293 m * 70792.2821 kg m 2^* s 2^/ * 00000 6E 0.8 - 504.0834 kg m s 2^* / * - 9.2802 m 2^* 4677.9796 kg m * s 2^/ * - 0 4677.9796 kg m * s 2^/ * 0 9.1641 m * 12.192 m * 4.7695 m * 22311.6685 kg m 2^* s 2^/ * 000001217 mat