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 60° 1
2
3		 -8.3
10.6
0.2		 -20.0
-25.0
20.5		 -16.2
-13.2
-7.7		 -16.7
-5.9
0.6		 -40.6
14.7
14.3		 -30.2
14.8
-5.3		 -8.4
16.9
-0.2		 20.2
-40.5
10.4		 11.9
-23.8
-3.7		 14.4
13.5
-0.4		 34.5
-32.5
1.2		 20.7
-19.5
-0.9
125 -60° 1
2
3		 -10.6
8.3
-0.1		 -24.9
-19.8
19.0		 -13.8
-16.7
-7.3		 -16.9
-8.4
1.1		 -40.4
20.0
12.3		 -24.6
11.1
-5.2		 -17.2
-7.2
2.1		 -42.9
18.6
5.0		 -39.7
26.9
-0.5		 12.7
14.5
-0.2		 31.2
-35.6
3.0		 25.7
-26.9
-0.9
125 135° 1
2
3		 7.7
-2.0
-1.1		 19.0
3.7
-13.3		 21.3
-7.1
4.8		 8.0
7.1
0.5		 20.0
-18.1
-2.2		 21.6
-22.4
-1.0		 -0.9
-9.4
-1.0		 -1.8
21.5
-8.5		 6.4
5.0
2.3		 -5.5
-9.9
0.7		 -12.6
22.7
-10.6		 1.1
8.3
5.2
125 -135° 1
2
3		 1.9
-7.7
1.0		 3.1
18.7
-9.0		 -5.6
22.8
3.7		 9.4
0.6
-1.5		 21.2
-1.2
-13.5		 7.1
8.9
6.4		 -6.8
-8.0
1.9		 -17.7
19.8
-7.0		 -19.9
23.8
3.8		 -9.0
-4.5
-0.3		 -23.1
11.7
6.7		 -25.5
15.9
-3.6


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		 -7.0
7.8
0.4		 -16.8
-18.3
17.0		 -13.0
-8.6
-6.6		 -12.7
-5.7
0.2		 -30.9
14.0
8.8		 -23.7
14.5
-3.0		 7.9
13.0
2.1		 17.0
-29.4
5.2		 11.0
-18.5
-2.0		 11.4
10.6
-0.5		 27.3
-25.6
1.8		 17.0
-16.0
-1.3
125 -60° 1
2
3		 -7.9
7.0
-0.3		 -18.5
-16.8
18.4		 -8.8
-13.2
-7.5		 -12.9
-6.4
1.0		 -31.0
15.4
9.4		 -19.2
9.0
-4.0		 6.8
14.1
3.4		 13.9
-31.3
11.8		 14.8
-25.9
-5.3		 10.9
10.5
0.2		 26.8
-26.1
-2.9		 23.0
-20.5
2.1
125 135° 1
2
3		 9.8
-3.0
-1.6		 23.6
6.1
-17.6		 22.2
-2.0
6.4		 10.9
8.5
0.2		 26.4
-21.1
-4.3		 23.0
-21.0
1.0		 -0.6
-12.1
-0.2		 -1.5
28.1
-12.2		 5.0
12.3
4.0		 -6.2
-12.7
1.4		 -14.6
29.5
-17.7		 -2.3
15.2
8.8
125 -135° 1
2
3		 3.1
-10.0
1.6		 6.1
23.9
-21.0		 -1.6
22.8
8.4		 12.1
0.3
-1.7		 28.1
-0.9
-18.0		 13.6
6.8
8.0		 -9.8
-12.5
-4.0		 -21.0
26.8
-8.6		 -21.0
25.9
4.3		 -11.1
-6.5
-0.6		 -27.8
16.3
9.1		 -25.1
15.7
-5.0


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		 -2.8
2.8
0.0		 -6.8
-6.7
5.0		 -4.3
-4.3
-1.9		 -5.6
-3.6
0.3		 -13.9
8.7
2.3		 -9.8
7.2
-0.8		 3.6
5.7
-0.5		 8.6
-13.8
2.9		 7.0
-9.9
-1.2		 6.2
4.6
-0.1		 14.9
-11.5
-2.4		 11.4
-8.4
1.0
125 120° 1
2
3		 6.9
-6.9
0.0		 15.9
16.0
-15.3		 11.2
11.2
5.8		 11.6
3.8
-0.9		 27.5
-9.5
-12.1		 18.4
-6.2
4.9		 -3.8
-11.6
0.7		 -9.7
27.5
-11.5		 -6.3
18.3
4.5		 -7.9
-9.7
0.4		 -19.4
23.2
-4.9		 -12.6
15.5
2.1


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		 -4.1
4.1
0.0		 -9.9
-9.8
7.8		 -6.5
-6.5
-2.9		 -7.8
-3.6
-1.4		 -17.7
7.4
3.9		 -12.2
6.2
-1.4		 3.0
7.3
-0.5		 7.2
-17.6
5.3		 5.5
-11.8
-2.1		 5.8
6.0
-0.2		 13.9
-14.8
0.4		 10.0
-10.0
-0.2


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