EL = 0° Foundation Loading (1000 lbs)
Wind FDN AZ = 0° AZ = -60° AZ = +60° AZ = +90°
Speed
(mph)		 Angle
a		 Pad
No.
X
Y
Z
X
Y
Z
X
Y
Z
X
Y
Z
125 0° 1
2
3		 -4.3
4.6
-0.1		 -10.2
-10.9
18.6		 6.5
7.3
-1.4		 ---
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---
---		 ---
---
---		 ---
---
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---
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---
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---
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125 60° 1
2
3		 -4.5
3.6
0.1		 -10.7
-6.6
16.8		 5.5
6.8
-0.9		 2.6
7.3
-0.5		 6.5
-17.5
8.5		 -6.5
13.1
-0.2		 -7.3
-3.7
0.6		 -17.3
8.7
6.2		 10.4
-5.2
-0.1		 -5.8
-6.4
0.7		 -13.4
15.0
-3.5		 8.3
-9.3
0.2
125 -60° 1
2
3		 -3.5
4.5
-0.2		 -8.5
-10.7
16.7		 6.9
5.8
-1.6		 3.6
7.3
-0.6		 8.7
-17.5
6.3		 -5.0
10.6
-0.6		 -7.3
-2.6
0.4		 -17.6
6.3
8.8		 13.4
-6.1
-0.9		 -6.4
-5.6
0.6		 -15.5
13.5
-0.4		 12.1
-11.0
-0.2
125 135° 1
2
3		 0.8
-3.5
0.1		 1.5
8.2
-12.3		 2.8
-9.1
1.5		 -3.2
-3.6
-1.4		 -8.2
8.8
-3.1		 9.5
-9.5
-0.1		 4.1
0.3
-1.5		 9.2
-0.9
-10.9		 -2.5
-2.5
0.3		 4.2
2.5
-1.8		 9.7
-5.9
-6.2		 -3.2
0.6
0.0
125 180° 1
2
3		 3.2
-3.3
0.0		 7.4
7.5
-17.4		 -5.1
-5.1
2.5		 ---
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---
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125 -135° 1
2
3		 3.4
-0.8
-0.1		 8.3
1.4
-12.2		 -9.6
2.4
2.4		 -0.2
-4.1
1.5		 -0.5
9.4
-11.5		 -3.4
-3.3
1.9		 3.6
3.2
-1.4		 8.9
-8.0
-3.5		 -10.4
8.7
1.5		 2.2
4.1
-1.5		 5.5
-10.1
2.2		 -7.7
10.4
-0.1


EL = 30° Foundation Loading (1000 lbs)
Wind FDN AZ = 0° AZ = -60° AZ = +60° AZ = +90°
Speed
(mph)		 Angle
a		 Pad
No.
X
Y
Z
X
Y
Z
X
Y
Z
X
Y
Z
125 60° 1
2
3		 -3.5
3.2
-0.5		 -8.2
-7.7
7.7		 4.1
6.1
0.2		 2.4
5.9
0.2		 5.9
-14.4
0.2		 -5.8
10.8
0.9		 -6.0
-2.8
-0.6		 -14.3
6.5
-0.4		 8.4
-3.8
-0.1		 -4.9
-5.1
-0.5		 -11.8
11.9
-8.2		 6.9
-7.4
-0.3
125 -60° 1
2
3		 -3.1
3.5
0.4		 -7.6
-8.2
7.6		 6.2
4.2
-0.1		 2.7
6.0
0.6		 6.4
-14.3
-0.3		 -3.6
8.7
-0.5		 -5.9
-2.4
-0.3		 -14.4
5.8
0.5		 11.1
-5.5
0.3		 -5.1
-4.8
-0.7		 -12.3
11.4
-7.2		 9.7
-9.2
0.2
125 135° 1
2
3		 1.1
-4.4
1.1		 2.2
10.4
-13.9		 1.1
-9.6
3.2		 -4.1
-4.8
3.3		 -10.1
11.4
-2.6		 9.7
-10.4
0.1		 5.2
0.5
-2.6		 11.9
-1.2
-12.0		 -5.5
-1.2
2.3		 5.4
3.2
-3.4		 12.5
-7.7
-6.1		 -6.1
3.1
0.8
125 -135° 1
2
3		 4.4
-1.1
-1.1		 10.4
2.1
-13.9		 -9.9
0.9
3.9		 -0.4
-5.2
2.3		 -1.0
12.1
-12.5		 -1.8
-6.1
3.4		 4.8
4.1
-3.2		 11.5
-10.0
-2.8		 -10.9
9.1
1.1		 2.9
5.3
-3.1		 7.2
-12.9
4.4		 -8.1
11.0
-0.8


EL = 60° Foundation Loading (1000 lbs)
Wind FDN AZ = 0° AZ = -60° AZ = +60° AZ = +90°
Speed
(mph)		 Angle
a		 Pad
No.
X
Y
Z
X
Y
Z
X
Y
Z
X
Y
Z
125 ±60° 1
2
3		 -1.6
1.6
0.0		 -4.0
-4.1
-4.5		 2.5
2.6
1.6		 1.3
3.0
1.6		 2.9
-7.2
-8.3		 -2.4
4.8
0.9		 -3.0
-1.3
-1.6		 -7.2
2.9
-8.3		 4.8
-2.3
0.8		 -2.5
-2.4
-1.9		 -6.1
5.6
-12.0		 4.1
-4.1
-0.1
125 120° 1
2
3		 2.6
-2.75
0.1		 5.9
6.2
-13.4		 -4.1
-4.4
4.4		 -2.2
-4.8
3.5		 -5.6
11.4
-7.0		 4.0
-8.1
2.1		 4.8
2.1
-3.4		 11.4
-5.2
-7.4		 -8.0
3.6
2.2		 4.1
4.1
-4.0		 9.7
-9.8
-0.9		 -6.9
6.7
0.1
125 -120° 1
2
3		 2.8
-2.6
-0.1		 6.3
5.9
-13.4		 -4.5
-4.1
4.4		 -2.1
-4.9
3.4		 -5.2
11.4
-7.5		 3.6
-7.9
2.2		 4.8
2.2
-3.5		 11.4
-5.4
-7.2		 -8.1
3.9
2.1		 3.9
4.2
-4.1		 9.4
-10.1
-0.5		 -6.8
6.9
-0.1


EL = 90° Foundation Loading (1000 lbs)
Wind FDN AZ = 0° AZ = -60° AZ = +60° AZ = +90°
Speed
(mph)		 Angle
a		 Pad
No.
X
Y
Z
X
Y
Z
X
Y
Z
X
Y
Z
125 90° 1
2
3		 -1.7
1.7
-0.1		 -4.2
-4.3
7.1		 2.8
2.8
-3.2		 1.4
3.2
-2.6		 3.2
-7.8
3.1		 -2.5
5.2
-1.5		 -3.2
-1.4
2.5		 -7.7
3.2
3.1		 5.1
-2.5
-1.6		 -2.6
-2.6
2.9		 -6.5
6.1
-0.9		 4.4
-4.4
0.0


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