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300.

0 ft 21868000/68010
Lightning
307.5
(3)
300
(4)
PiROD
232
FR70-12-L2
244
Andrew
232-23
ALP15'
4'
8010
Rod
w/Radome
Universal
Sector Mount
2"x15'
w/Pipe
DESIGNED APPURTENANCE LOADING
T-Frame
Mount

6.6875
TYPE ELEVATION TYPE ELEVATION
SR 2 1/4

Lightning Rod 2"x15' 307.5 PiROD 15' Universal T-Frame 244

1.6
T1

A

A

(3) ALP 8010 300 Sector Mount
280.0 ft (3) ALP 8010 300 FR70-12-L2 232
FR70-12-L2 232
8
(3) ALP 8010 300

9 @ 6.66667
FR70-12-L2 232
SR 2 3/4

PiROD 15' Universal T-Frame 300
N.A.

N.A.

Sector Mount PiROD 15' Universal T-Frame 232-23
2.2
T2

(4) 68000/68010 w/Pipe Mount 244 Sector Mount
L3x3x3/16

260.0 ft (4) 68000/68010 w/Pipe Mount 244 Andrew 4' w/Radome 218
10

(4) 68000/68010 w/Pipe Mount 244

MATERIAL LIST
2.5
T3

240.0 ft
MARK SIZE MARK SIZE
SR 3

A L2 1/2x2 1/2x3/16 C 2L1 1/2x1 1/2x1/8
12

B L3 1/2x3 1/2x1/4

MATERIAL STRENGTH
3.3
T4

L2 1/2x2 1/2x3/16

L2 1/2x2 1/2x3/16

GRADE YIELD GRADE YIELD
220.0 ft
N.A.
N.A.
N.A.

A36M-50 50 ksi A36 36 ksi
14
2L2 1/2x2 1/2x3/16x3/8

TOWER DESIGN NOTES
3.8
T5

1. Tower designed for a 70 mph basic wind in accordance with the TIA/EIA-222-F Standard.
SR 3 1/4

200.0 ft 2. Tower is also designed for a 61 mph basic wind with 0.50 in ice.
16

3. Deflections are based upon a 50 mph wind.
4. TOWER RATING: 74.3%
20 @ 5
4.1
T6

L3x3x3/16

L3x3x3/16

180.0 ft
18
SR 3 1/2

4.6
T7

160.0 ft
20
A36M-50

A36

5.9
T8

B

L3 1/2x3 1/2x1/4
SR 3 3/4

140.0 ft
N.A.

22
ROHN 2 STD
C3x4.1
2L2 1/2x2 1/2x3/16x3/8

5.4
T9

C

120.0 ft
24
2L3x3x3/16x3/8
T10

5.9
L4x4x1/4

100.0 ft
SR 4

26
T11

6.1

80.0 ft MAX PIER FORCES:
28
2L3x3x3/16x3/8

DOWN: 268 K
14 @ 10

UPLIFT: -192 K
T12

6.7

SHEAR: 31 K
L2 1/2x2 1/2x3/16
L2 1/2x2 1/2x3/16
L2 1/2x2 1/2x3/16
2L3x3x3/16x3/8
SR 4 1/4

60.0 ft
AXIAL
30

126 K
T13

7.6

MOMENT
SHEAR
6925 kip-ft
40.0 ft 45 K
32
2L3x3x1/4x3/8

TORQUE 24 kip-ft
2L3 1/2x3 1/2x1/4x3/8

2L3 1/2x3 1/2x1/4x3/8
T14

61 mph WIND - 0.5000 in ICE
8.8

AXIAL
SR 4 1/2

20.0 ft 88 K
34

MOMENT
7460 kip-ft
SHEAR
T15

9.1

49 K
0.0 ft
TORQUE 24 kip-ft
36

77.5

REACTIONS - 70 mph WIND
Red. Horizontals
Diagonal Grade

Red. Diagonals

# Panels @ (ft)
Face Width (ft)
Inner Bracing
Horizontals

Weight (K)
Leg Grade
Diagonals

Red. Hips
Top Girts
Section
Legs

C-Concepts, inc. Job:
Free-Standing Tower Demo
Project: Example
12612 W. Mill Road
Client: Drawn by: App'd:
Menomonee Falls, WI 53051 C-Concepts, Inc. horn
Code: Date: Scale:
into the 21st Century Phone: (262) 252-3173 TIA/EIA-222-F 01/28/03 NTS
Path: Dwg No.
FAX: (262) 252-3134 C:\MSDEV\PROJECTS\ERITower\Debug\Samples\demofreestand.eri E-1

Feedline Plan

Round Flat App In Face App Out Face

(12) 1 5/8

(12) 1 5/8

(2) 1 5/8 (4) 1 1/4

C-Concepts, inc. Job:
Free-Standing Tower Demo
Project: Example
12612 W. Mill Road
Client: Drawn by: App'd:
Menomonee Falls, WI 53051 C-Concepts, Inc. horn
Code: Date: Scale:
into the 21st Century Phone: (262) 252-3173 TIA/EIA-222-F 01/28/03 NTS
Path: Dwg No.
FAX: (262) 252-3134 C:\MSDEV\PROJECTS\ERITower\Debug\Samples\demofreestand.eri E-7

TIA/EIA-222-F - 70 mph/61 mph 0.5000 in Ice
Leg Capacity Leg Compression (K)
1000 500 <- Minimum 0 Maximum -> -500 -1000
300' 300'

280' 280'

260' 260'

240' 240'

220' 220'

200' 200'

180' 180'
Elevation (ft)

160' 160'

140' 140'

120' 120'

100' 100'

80' 80'

60' 60'

40' 40'

20' 20'

0' 0'

1000 500 <- Minimum 0 Maximum -> -500 -1000

C-Concepts, inc. Job:
Free-Standing Tower Demo
Project: Example
12612 W. Mill Road
Client: Drawn by: App'd:
Menomonee Falls, WI 53051 C-Concepts, Inc. horn
Code: Date: Scale:
into the 21st Century Phone: (262) 252-3173 TIA/EIA-222-F 01/28/03 NTS
Path: Dwg No.
FAX: (262) 252-3134 C:\MSDEV\PROJECTS\ERITower\Debug\Samples\demofreestand.eri E-3

TIA/EIA-222-F - Service - 50 mph Maximum Values

Deflection (in) Tilt (deg) Twist (deg)
0 5 10 0 0.05 0.1 0.15 0.2 0 0.05 0.1
300' 300'

280' 280'

260' 260'

240' 240'

220' 220'

200' 200'

180' 180'
Elevation (ft)

160' 160'

140' 140'

120' 120'

100' 100'

80' 80'

60' 60'

40' 40'

20' 20'

0' 0'

0 5 10 0 0.05 0.1 0.15 0.2 0 0.05 0.1

C-Concepts, inc. Job:
Free-Standing Tower Demo
Project: Example
12612 W. Mill Road
Client: Drawn by: App'd:
Menomonee Falls, WI 53051 C-Concepts, Inc. horn
Code: Date: Scale:
into the 21st Century Phone: (262) 252-3173 TIA/EIA-222-F 01/28/03 NTS
Path: Dwg No.
FAX: (262) 252-3134 C:\MSDEV\PROJECTS\ERITower\Debug\Samples\demofreestand.eri E-5

horn FAX: (262) 252-3134 Tower Input Data The main tower is a 3x free standing tower with an overall height of 300' above the ground line. The following design criteria apply: Basic wind speed of 70 mph. Pressures are calculated at each section. The face width of the tower is 6'8-1/4'' at the top and 36' at the base. Nominal ice thickness of 0. A wind speed of 61 mph is used in combination with ice. inc. Moments in legs is considered. 12612 W.5000 in. Feedline torque is considered. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts. Job Page ERITower Free-Standing Tower Demo 1 of 80 Project Date C-Concepts. Stress ratio used in tower member design is 1. This tower is designed using the TIA/EIA-222-F standard. Deflections calculated using a wind speed of 50 mph. Mill Road Example 18:26:48 01/28/03 Menomonee Falls. The base of the tower is set at an elevation of 0' above the ground line.333 Wind 180 Leg A Wind 90 Fa A ce ce B Fa Leg C Leg B Face C Wind Normal Triangular Tow er Tower Section Geometry Tower Tower Section Number Section Diagonal Bracing Has Has Section Elevation Width of Length Spacing Type K Brace Horizontals Sections End ft ft ft ft Panels T1 300'-280' 6'8-9/32'' 1 20' 6'8-1/32'' X Brace No No T2 280'-260' 8' 1 20' 6'8-1/32'' X Brace No No T3 260'-240' 10' 1 20' 6'8-1/32'' X Brace No No . Inc. Ice density of 56 pcf.

Inc. Mill Road Example 18:26:48 01/28/03 Menomonee Falls. Job Page ERITower Free-Standing Tower Demo 2 of 80 Project Date C-Concepts. inc. 12612 W. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts. horn FAX: (262) 252-3134 Tower Tower Section Number Section Diagonal Bracing Has Has Section Elevation Width of Length Spacing Type K Brace Horizontals Sections End ft ft ft ft Panels T4 240'-220' 12' 1 20' 5' Double K No Yes T5 220'-200' 14' 1 20' 5' Double K No Yes T6 200'-180' 16' 1 20' 5' Double K No Yes T7 180'-160' 18' 1 20' 5' Double K No Yes T8 160'-140' 20' 1 20' 5' Double K No Yes T9 140'-120' 22' 1 20' 10' Double K1 No Yes T10 120'-100' 24' 1 20' 10' Double K1 No Yes T11 100'-80' 26' 1 20' 10' Double K1 No Yes T12 80'-60' 28' 1 20' 10' Double K1 No Yes T13 60'-40' 30' 1 20' 10' Double K1 No Yes T14 40'-20' 32' 1 20' 10' Double K1 No Yes T15 20'-0' 34' 1 20' 10' Double K1 No Yes Tower Section Geometry (cont’d) Tower Leg Leg Leg Diagonal Diagonal Diagonal Elevation Type Size Grade Type Size Grade ft T1 300'-280' Solid Round 2 1/4 A36M-50 Single Angle L2 1/2x2 1/2x3/16 A36 (50 ksi) (36 ksi) T2 280'-260' Solid Round 2 3/4 A36M-50 Single Angle L3x3x3/16 A36 (50 ksi) (36 ksi) T3 260'-240' Solid Round 3 A36M-50 Single Angle L3x3x3/16 A36 (50 ksi) (36 ksi) T4 240'-220' Solid Round 3 A36M-50 Double Angle 2L2 1/2x2 1/2x3/16x3/8 A36 (50 ksi) (36 ksi) T5 220'-200' Solid Round 3 1/4 A36M-50 Double Angle 2L2 1/2x2 1/2x3/16x3/8 A36 (50 ksi) (36 ksi) T6 200'-180' Solid Round 3 1/4 A36M-50 Double Angle 2L2 1/2x2 1/2x3/16x3/8 A36 (50 ksi) (36 ksi) T7 180'-160' Solid Round 3 1/2 A36M-50 Double Angle 2L2 1/2x2 1/2x3/16x3/8 A36 (50 ksi) (36 ksi) T8 160'-140' Solid Round 3 3/4 A36M-50 Double Angle 2L3x3x3/16x3/8 A36 (50 ksi) (36 ksi) T9 140'-120' Solid Round 3 3/4 A36M-50 Double Angle 2L3x3x3/16x3/8 A36 (50 ksi) (36 ksi) T10 120'-100' Solid Round 4 A36M-50 Double Angle 2L3x3x3/16x3/8 A36 (50 ksi) (36 ksi) T11 100'-80' Solid Round 4 A36M-50 Double Angle 2L3x3x3/16x3/8 A36 (50 ksi) (36 ksi) T12 80'-60' Solid Round 4 1/4 A36M-50 Double Angle 2L3x3x3/16x3/8 A36 (50 ksi) (36 ksi) T13 60'-40' Solid Round 4 1/4 A36M-50 Double Angle 2L3x3x1/4x3/8 A36 (50 ksi) (36 ksi) T14 40'-20' Solid Round 4 1/2 A36M-50 Double Angle 2L3x3x1/4x3/8 A36 (50 ksi) (36 ksi) T15 20'-0' Solid Round 4 1/2 A36M-50 Double Angle 2L3x3x1/4x3/8 A36 (50 ksi) (36 ksi) Tower Section Geometry (cont’d) .

WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts. Inc. Mid Girt Mid Girt Mid Girt Horizontal Horizontal Horizontal Elevation of Type Size Grade Type Size Grade Mid ft Girts T1 300'-280' None Flat Bar A36 Solid Round A36 (36 ksi) (36 ksi) T2 280'-260' None Flat Bar A36 Solid Round A36 (36 ksi) (36 ksi) T3 260'-240' None Flat Bar A36 Solid Round A36 (36 ksi) (36 ksi) T4 240'-220' None Flat Bar A36 Single Angle L2 1/2x2 1/2x3/16 A36 (36 ksi) (36 ksi) T5 220'-200' None Flat Bar A36 Single Angle L2 1/2x2 1/2x3/16 A36 (36 ksi) (36 ksi) T6 200'-180' None Flat Bar A36 Single Angle L3x3x3/16 A36 (36 ksi) (36 ksi) T7 180'-160' None Flat Bar A36 Single Angle L3x3x3/16 A36 (36 ksi) (36 ksi) T8 160'-140' None Flat Bar A36 Single Angle L3 1/2x3 1/2x1/4 A36 (36 ksi) (36 ksi) T9 140'-120' None Flat Bar A36 Double Angle 2L2 1/2x2 1/2x3/16x3/8 A36 (36 ksi) (36 ksi) T10 120'-100' None Flat Bar A36 Double Angle 2L2 1/2x2 1/2x3/16x3/8 A36 (36 ksi) (36 ksi) . 12612 W. Job Page ERITower Free-Standing Tower Demo 3 of 80 Project Date C-Concepts. inc. horn FAX: (262) 252-3134 Tower Top Girt Top Girt Top Girt Bottom Girt Bottom Girt Bottom Girt Elevation Type Size Grade Type Size Grade ft T1 300'-280' Single Angle L2 1/2x2 1/2x3/16 A36 Single Angle A36 (36 ksi) (36 ksi) T2 280'-260' Flat Bar A36 Flat Bar A36 (36 ksi) (36 ksi) T3 260'-240' Single Angle A36 Single Angle A36 (36 ksi) (36 ksi) T4 240'-220' Flat Bar A36 Flat Bar A36 (36 ksi) (36 ksi) T5 220'-200' Flat Bar A36 Flat Bar A36 (36 ksi) (36 ksi) T6 200'-180' Flat Bar A36 Flat Bar A36 (36 ksi) (36 ksi) T7 180'-160' Flat Bar A36 Flat Bar A36 (36 ksi) (36 ksi) T8 160'-140' Flat Bar A36 Flat Bar A36 (36 ksi) (36 ksi) T9 140'-120' Flat Bar A36 Flat Bar A36 (36 ksi) (36 ksi) T10 120'-100' Flat Bar A36 Flat Bar A36 (36 ksi) (36 ksi) T11 100'-80' Flat Bar A36 Flat Bar A36 (36 ksi) (36 ksi) T12 80'-60' Flat Bar A36 Flat Bar A36 (36 ksi) (36 ksi) T13 60'-40' Flat Bar A36 Flat Bar A36 (36 ksi) (36 ksi) T14 40'-20' Flat Bar A36 Flat Bar A36 (36 ksi) (36 ksi) T15 20'-0' Flat Bar A36 Flat Bar A36 (36 ksi) (36 ksi) Tower Section Geometry (cont’d) Tower No. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.

Job Page ERITower Free-Standing Tower Demo 4 of 80 Project Date C-Concepts. Mid Girt Mid Girt Mid Girt Horizontal Horizontal Horizontal Elevation of Type Size Grade Type Size Grade Mid ft Girts T11 100'-80' None Flat Bar A36 Double Angle 2L3x3x3/16x3/8 A36 (36 ksi) (36 ksi) T12 80'-60' None Flat Bar A36 Double Angle 2L3x3x3/16x3/8 A36 (36 ksi) (36 ksi) T13 60'-40' None Flat Bar A36 Double Angle 2L3x3x3/16x3/8 A36 (36 ksi) (36 ksi) T14 40'-20' None Flat Bar A36 Double Angle 2L3 1/2x3 1/2x1/4x3/8 A36 (36 ksi) (36 ksi) T15 20'-0' None Flat Bar A36 Double Angle 2L3 1/2x3 1/2x1/4x3/8 A36 (36 ksi) (36 ksi) Tower Section Geometry (cont’d) Tower Secondary Secondary Horizontal Secondary Inner Bracing Inner Bracing Size Inner Bracing Elevation Horizontal Type Size Horizontal Type Grade Grade ft T1 300'-280' Solid Round A36 Solid Round A36 (36 ksi) (36 ksi) T2 280'-260' Solid Round A36 Solid Round A36 (36 ksi) (36 ksi) T3 260'-240' Solid Round A36 Solid Round A36 (36 ksi) (36 ksi) T4 240'-220' Solid Round A36 Single Angle L2 1/2x2 1/2x3/16 A36 (36 ksi) (36 ksi) T5 220'-200' Solid Round A36 Single Angle L2 1/2x2 1/2x3/16 A36 (36 ksi) (36 ksi) T6 200'-180' Solid Round A36 Single Angle L3x3x3/16 A36 (36 ksi) (36 ksi) T7 180'-160' Solid Round A36 Single Angle L3x3x3/16 A36 (36 ksi) (36 ksi) T8 160'-140' Solid Round A36 Single Angle L3 1/2x3 1/2x1/4 A36 (36 ksi) (36 ksi) T9 140'-120' Solid Round A36 Single Angle L3 1/2x3 1/2x1/4 A36 (36 ksi) (36 ksi) T10 120'-100' Solid Round A36 Single Angle L4x4x1/4 A36 (36 ksi) (36 ksi) T11 100'-80' Solid Round A36 Single Angle L4x4x1/4 A36 (36 ksi) (36 ksi) T12 80'-60' Solid Round A36 Double Angle 2L3x3x3/16x3/8 A36 (36 ksi) (36 ksi) T13 60'-40' Solid Round A36 Double Angle 2L3x3x3/16x3/8 A36 (36 ksi) (36 ksi) T14 40'-20' Solid Round A36 Double Angle 2L3 1/2x3 1/2x1/4x3/8 A36 (36 ksi) (36 ksi) T15 20'-0' Solid Round A36 Double Angle 2L3 1/2x3 1/2x1/4x3/8 A36 (36 ksi) (36 ksi) Tower Section Geometry (cont’d) . inc. Mill Road Example 18:26:48 01/28/03 Menomonee Falls. Inc. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts. 12612 W. horn FAX: (262) 252-3134 Tower No.

Mill Road Example 18:26:48 01/28/03 Menomonee Falls. 12612 W. inc. horn FAX: (262) 252-3134 Tower Redundant Redundant Redundant K Factor Elevation Bracing Type Size Grade ft T1 300'-280' A36 Horizontal Single Angle 1 (36 ksi) Diagonal Single Angle 1 Sub-Horizontal Single Angle 1 Vertical Single Angle 1 Hip Single Angle 1 T2 280'-260' A36 Horizontal Single Angle 1 (36 ksi) Diagonal Single Angle 1 Sub-Horizontal Single Angle 1 Vertical Single Angle 1 Hip Single Angle 1 T3 260'-240' A36 Horizontal Single Angle 1 (36 ksi) Diagonal Single Angle 1 Sub-Horizontal Single Angle 1 Vertical Single Angle 1 Hip Single Angle 1 T4 240'-220' A36 Horizontal Single Angle 1 (36 ksi) Diagonal Single Angle 1 Sub-Horizontal Single Angle 1 Vertical Single Angle 1 Hip Single Angle 1 T5 220'-200' A36 Horizontal Single Angle 1 (36 ksi) Diagonal Single Angle 1 Sub-Horizontal Single Angle 1 Vertical Single Angle 1 Hip Single Angle 1 T6 200'-180' A36 Horizontal Single Angle 1 (36 ksi) Diagonal Single Angle 1 Sub-Horizontal Single Angle 1 Vertical Single Angle 1 Hip Single Angle 1 T7 180'-160' A36 Horizontal Single Angle 1 (36 ksi) Diagonal Single Angle 1 Sub-Horizontal Single Angle 1 Vertical Single Angle 1 Hip Single Angle 1 T8 160'-140' A36 Horizontal Single Angle 1 (36 ksi) Diagonal Single Angle 1 Sub-Horizontal Single Angle 1 Vertical Single Angle 1 Hip Single Angle 1 T9 140'-120' A36 Horizontal Double Angle 2L1 1/2x1 1/2x1/8 1 (36 ksi) Diagonal Pipe ROHN 2 STD 1 Sub-Horizontal Double Angle 1 Vertical Double Angle 1 Hip Channel C3x4. Job Page ERITower Free-Standing Tower Demo 5 of 80 Project Date C-Concepts. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.1 1 T10 120'-100' A36 Horizontal Single Angle L2 1/2x2 1/2x3/16 1 (36 ksi) Diagonal Single Angle L2 1/2x2 1/2x3/16 1 Sub-Horizontal Single Angle 1 Vertical Single Angle 1 Hip Single Angle L2 1/2x2 1/2x3/16 1 T11 100'-80' A36 Horizontal Single Angle L2 1/2x2 1/2x3/16 1 (36 ksi) Diagonal Single Angle L2 1/2x2 1/2x3/16 1 Sub-Horizontal Single Angle 1 Vertical Single Angle 1 Hip Single Angle L2 1/2x2 1/2x3/16 1 T12 80'-60' A36 Horizontal Single Angle L2 1/2x2 1/2x3/16 1 (36 ksi) Diagonal Single Angle L2 1/2x2 1/2x3/16 1 Sub-Horizontal Single Angle 1 Vertical Single Angle 1 Hip Single Angle L2 1/2x2 1/2x3/16 1 . Inc.

inc.0000 (36 ksi) T9 140'-120' 4. 12612 W.5000 A36 1 1 1.0000 36.5000 A36 1 1 1.5000 A36 1 1 1.0000 (36 ksi) T7 180'-160' 3.0000 36. Job Page ERITower Free-Standing Tower Demo 6 of 80 Project Date C-Concepts.00 0.0000 36.5000 A36 1 1 1.05 36. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.00 0.5000 A36 1 1 1.5000 A36 1 1 1.0000 (36 ksi) T11 100'-80' 4.00 0.00 0.00 0.00 0.00 0.05 36.00 0.05 36.0000 (36 ksi) T3 260'-240' 2.00 0. Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing Diagonals Horizontals ft ft2 in in in T1 300'-280' 2.5000 A36 1 1 1.05 36.05 36.00 0.0000 36.0000 (36 ksi) T15 20'-0' 6.0000 36.5000 A36 1 1 1.05 36.0000 36.5000 A36 1 1 1.5000 A36 1 1 1.0000 36. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.05 36.0000 (36 ksi) Tower Section Geometry (cont’d) .5000 A36 1 1 1.05 36.0000 (36 ksi) T2 280'-260' 2.0000 (36 ksi) T13 60'-40' 6.0000 36.0000 36.00 0.00 0.0000 (36 ksi) T5 220'-200' 3.05 36.5000 A36 1 1 1.0000 36.00 0.0000 (36 ksi) T8 160'-140' 3.0000 36.0000 (36 ksi) T14 40'-20' 6. Weight Mult.05 36.00 0.0000 36.05 36.0000 (36 ksi) T4 240'-220' 2.05 36. Inc.0000 (36 ksi) T6 200'-180' 3.5000 A36 1 1 1.05 36.00 0. Factor Adjust.05 36.0000 (36 ksi) T10 120'-100' 4. horn FAX: (262) 252-3134 Tower Redundant Redundant Redundant K Factor Elevation Bracing Type Size Grade ft T13 60'-40' A36 Horizontal Single Angle L2 1/2x2 1/2x3/16 1 (36 ksi) Diagonal Single Angle L2 1/2x2 1/2x3/16 1 Sub-Horizontal Single Angle 1 Vertical Single Angle 1 Hip Single Angle L2 1/2x2 1/2x3/16 1 T14 40'-20' A36 Horizontal Single Angle L2 1/2x2 1/2x3/16 1 (36 ksi) Diagonal Single Angle L2 1/2x2 1/2x3/16 1 Sub-Horizontal Single Angle 1 Vertical Single Angle 1 Hip Single Angle L2 1/2x2 1/2x3/16 1 T15 20'-0' A36 Horizontal Single Angle L2 1/2x2 1/2x3/16 1 (36 ksi) Diagonal Single Angle L2 1/2x2 1/2x3/16 1 Sub-Horizontal Single Angle 1 Vertical Single Angle 1 Hip Single Angle L2 1/2x2 1/2x3/16 1 Tower Section Geometry (cont’d) Tower Gusset Gusset Gusset Grade Adjust.0000 36.0000 (36 ksi) T12 80'-60' 4.05 36.0000 36.0000 36.5000 A36 1 1 1.5000 A36 1 1 1.

0000 0.75 0.5 0.75 0.75 0.75 0.0000 1 0.5 0.0000 0.0000 1 0.0000 1 0.0000 0.5 0.85 1 1 1 1 1 1 T7 180'-160' Yes No 1 1 1 1 1 1 1 0.0000 0.0000 0.75 0.0000 0.75 0.85 1 1 1 1 1 1 T12 80'-60' Yes No 1 1 1 1 1 1 1 0.75 0.75 0.0000 0.85 1 1 1 1 1 1 T13 60'-40' Yes No 1 1 1 1 1 1 1 0.75 0.85 1 1 1 1 1 1 T8 160'-140' Yes No 1 1 1 1 1 1 1 0.5 0.5 0.0000 1 0.0000 0.75 0.0000 0.0000 1 0.0000 0.0000 0.0000 1 0.0000 0.0000 0.75 0. K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to the overall length.0000 0.75 0.0000 1 T6 200'-180' 0.75 0.5 0.0000 0.5 0.0000 1 0.0000 1 T9 140'-120' 0.0000 0.0000 1 0.75 0.0000 0. 12612 W.0000 0. horn FAX: (262) 252-3134 K Factors1 Tower Calc Calc Legs X K Single Girts Horiz.0000 1 0.0000 0.0000 0.75 0.0000 1 T7 180'-160' 0.75 0.0000 1 0.75 0.85 1 1 1 1 1 1 T4 240'-220' Yes No 1 1 1 1 1 1 1 0.0000 1 T3 260'-240' 0.5 0.75 0.85 1 1 1 1 1 1 T5 220'-200' Yes No 1 1 1 1 1 1 1 0. Inc.0000 0.0000 1 0.5 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.0000 0.0000 1 0.75 0.75 0.0000 0.0000 0.0000 1 T5 220'-200' 0.5 0.5 0.0000 0.0000 1 0.5 0.0000 1 .0000 1 T4 240'-220' 0.0000 0.0000 0.0000 1 0.75 0.0000 1 0.0000 1 T2 280'-260' 0.75 0.75 0. Job Page ERITower Free-Standing Tower Demo 7 of 80 Project Date C-Concepts.75 0.0000 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.85 1 1 1 1 1 1 T2 280'-260' Yes No 1 1 1 1 1 1 1 0.85 1 1 1 1 1 1 T6 200'-180' Yes No 1 1 1 1 1 1 1 0.75 0.0000 0.0000 0.0000 0.0000 0.0000 1 0.75 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.0000 0.85 1 1 1 1 1 1 T10 120'-100' Yes No 1 1 1 1 1 1 1 0.75 0.5 0.75 0.85 1 1 1 1 1 1 T9 140'-120' Yes No 1 1 1 1 1 1 1 0.0000 1 0.0000 0.85 1 1 1 1 1 1 T15 20'-0' Yes No 1 1 1 1 1 1 1 0.5 0.5 0.75 0.75 0.75 0.0000 0.85 1 1 1 1 1 1 1 Note: K factors are applied to member segment lengths.0000 1 T8 160'-140' 0.85 1 1 1 1 1 1 T14 40'-20' Yes No 1 1 1 1 1 1 1 0.0000 0.0000 0.0000 1 T10 120'-100' 0.85 1 1 1 1 1 1 T11 100'-80' Yes No 1 1 1 1 1 1 1 0.75 0.85 1 1 1 1 1 1 T3 260'-240' Yes No 1 1 1 1 1 1 1 0.0000 0. Tower Section Geometry (cont’d) Tower Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Elevation ft Net Width U Net Width U Net Width U Net U Net U Net U Net U Deduct Deduct Deduct Width Width Width Width in in in Deduct Deduct Deduct Deduct in in in in T1 300'-280' 0.0000 1 0.0000 1 0.0000 1 0.75 0.0000 0. Inner Truss Truss Elevation K K Brace Brace Diags Brace Leg Leg Single Solid Diags Diags X Z Angles Rounds X X X X X X Brace Brace ft Y Y Y Y Y Y T1 300'-280' Yes No 1 1 1 1 1 1 1 0. inc.0000 0.

6250 0 0.6250 1 0.6250 2 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T15 20'-0' Flange 1.0000 1 Tower Section Geometry (cont’d) Tower Leg Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Elevation Connection ft Type Bolt Size No.75 0.0000 1 0.0000 0.0000 0.6250 1 0.0000 0.75 0.6250 2 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T2 280'-260' Flange 0.0000 1 0.6250 0 0.75 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T11 100'-80' Flange 1.6250 1 0.6250 0 0.6250 1 0.6250 0 0.0000 1 0.6250 1 0.75 0. Bolt Size No.6250 2 0. Job Page ERITower Free-Standing Tower Demo 8 of 80 Project Date C-Concepts.0000 0.6250 0 0.6250 1 0. inc.6250 1 0.0000 8 0.6250 1 0.7500 4 0.6250 0 0.6250 1 0.75 0.75 0.0000 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T10 120'-100' Flange 0.6250 1 0.0000 8 0.6250 1 0.0' 12 12 1.75 0.7500 4 0.75 0.0000 0.6250 2 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T14 40'-20' Flange 1.7500 4 0.0000 0.6250 1 0.6250 1 0.75 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T3 260'-240' Flange 0.6250 1 0.0000 1 0.6250 1 0.6250 1 0.6250 1 0.75 0.0000 1 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T13 60'-40' Flange 1.0000 0.0000 1 0. Bolt Size No.75 0.0000 1 T12 80'-60' 0.6250 1 0.6250 1 0.6250 1 0.7500 6 0.75 0.6250 1 0.6250 1 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T9 140'-120' Flange 0.0000 8 0.0000 1 T14 40'-20' 0.6250 1 0. Bolt Size No.7500 6 0.6250 1 0.6250 1 0. Bolt Size No.6250 1 0.75 0.6250 1 0.75 0.0' 4 4 1.0000 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T4 240'-220' Flange 0.75 0.0000 1 0.0000 8 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T12 80'-60' Flange 1.0000 1 0.0000 1 T15 20'-0' 0.7500 6 0.7500 4 0.6250 1 0.6250 1 0.0000 0.00 1 1/4 C Yes Ar (CfAe) 232' .0000 1 0. 12612 W.6250 2 0.6250 0 0. Bolt Size No. Inc.6250 0 0.5500 1.6250 0 0.0000 0.75 0.6250 1 0.0000 1 0.6250 1 0.6250 1 0.6250 1 0.6250 1 0.0000 8 0.75 0.0000 0.7500 4 0.6250 0 0.6250 2 0.0000 0.6250 1 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.6250 1 0.0000 1 T13 60'-40' 0.0000 0.6250 1 0.6250 1 0.7500 4 0.6250 0 0.6250 1 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.6250 1 0.6250 1 0.6250 1 0.0000 0. horn FAX: (262) 252-3134 Tower Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Elevation ft Net Width U Net Width U Net Width U Net U Net U Net U Net U Deduct Deduct Deduct Width Width Width Width in in in Deduct Deduct Deduct Deduct in in in in T11 100'-80' 0.0000 0.6250 1 0.6250 0 0.0000 0.6250 1 0.0000 0.6250 2 0. in in in in in in in T1 300'-280' Flange 0.5500 0.6250 2 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T8 160'-140' Flange 0.6250 1 0.00 .6250 1 0.9800 0.6250 2 0.6250 1 0.75 0.75 0.7500 4 0.6250 1 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T7 180'-160' Flange 0.6250 1 0.6250 2 0. Bolt Size No.75 0.6250 1 0.6250 0 A325N A325N A325N A325N A325N A325N A325N Feed Line/Linear Appurtenances Treated As Structural Components Description Face Allow Component Placement Total Number Clear Width or Perimeter Weight Shield Type Number Per Row Spacing Diameter ft in in in klf 1 5/8 B Yes Ar (CfAe) 244' .6250 0 A325N A325N A325N A325N A325N A325N A325N T6 200'-180' Flange 0.6250 0 0.9800 1.6250 0 A325N A325N A325N A325N A325N A325N A325N T5 220'-200' Flange 0.0000 0.0000 0.6250 0 0.6250 0 0.

600 0.000 0.000 0.25 C 16.000 0.9800 0.000 0.9800 1.05 C 0.000 0. Inc.0' 2 2 1.000 0.600 0.00 Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA CAAA Weight Section Elevation In Face Out Face ft ft2 ft2 ft2 ft2 K T1 300'-280' A 39.000 0.000 0.000 0.000 0.933 0.000 0.000 0.000 0.00 C 0.600 0.000 0.000 0.09 T6 200'-180' A 39.600 0.000 0.000 0.000 0.000 0.600 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.600 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.09 Feed Line/Linear Appurtenances Section Areas .600 0.600 0.000 0.000 0.600 0.000 0.000 0.25 C 16.920 0.600 0.000 0.25xFW 1 5/8 A Yes Ar (CfAe) 300' .000 0.000 0.000 0.25 C 16.000 0.25 B 39.000 0.09 T7 180'-160' A 39.000 0.25 C 16.000 0.25 C 16.200 0.000 0.000 0.000 0. inc.600 0.09 T13 60'-40' A 39.600 0.25 C 16.00 Offset: 0.000 0.000 0.000 0.000 0.933 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0. 12612 W.000 0.000 0.000 0.000 0.000 0.09 T14 40'-20' A 39.000 0.000 0.273 0.000 0.25xFW 1 5/8 C Yes Ar (CfAe) 218' .000 0.09 T15 20'-0' A 39.000 0.000 0.25 B 39.00 C 0.000 0.000 0.000 0.000 0.000 0.25 B 0.933 0.600 0.000 0.600 0.000 0.09 T12 80'-60' A 39.00 T4 240'-220' A 39.25 B 39.000 0.000 0.000 0.000 0.933 0.000 0.25 C 16.600 0.000 0.000 0.000 0.933 0.000 0.000 0.000 0.000 0.25 B 39.000 0.25 B 39.25 B 0.000 0.933 0.9800 0.000 0.600 0.000 0.000 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.25 B 39.000 0.000 0.09 T11 100'-80' A 39.25 C 16.000 0.000 0.000 0. Job Page ERITower Free-Standing Tower Demo 9 of 80 Project Date C-Concepts.25 C 16.000 0.25 C 6.000 0.25 B 39.000 0.000 0.25 B 7.000 0.With Ice .03 T5 220'-200' A 39.9800 1.000 0.09 T8 160'-140' A 39.000 0.600 0.000 0.000 0.600 0.000 0.000 0.000 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.000 0.000 0.000 0.933 0. horn FAX: (262) 252-3134 Description Face Allow Component Placement Total Number Clear Width or Perimeter Weight Shield Type Number Per Row Spacing Diameter ft in in in klf Offset: -0.25 B 39.600 0.600 0.000 0.09 T10 120'-100' A 39.25 B 39.000 0.000 0.600 0.25 C 16.000 0.25 B 39.09 T9 140'-120' A 39.000 0.000 0.600 0.600 0.933 0.600 0.25 B 39.000 0.000 0.000 0.000 0.000 0.000 0.0' 12 12 1.000 0.000 0.00 T3 260'-240' A 39.000 0.25 C 16.000 0.000 0.933 0.600 0.25 B 39.600 0.000 0.000 0.000 0.000 0.933 0.000 0.00 T2 280'-260' A 39.000 0.600 0.000 0.

000 0.26 T14 40'-20' A 0.000 0.000 0.26 T9 140'-120' A 0.000 0.000 0.000 0.26 T12 80'-60' A 0.000 0.000 0.000 0.000 0.600 0.61 C 26.000 0.61 B 0.61 C 10.920 0.000 0.000 0.000 0.702 6.600 0.000 0.000 0.933 0.000 0.200 0.000 0.12 C 0.000 0.500 59.600 0.000 0.26 T7 180'-160' A 0.00 C 0.000 0.500 59.000 0.600 0.000 0.500 59.000 0.000 0.600 0.000 0.61 C 25.000 0.61 C 26.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.61 B 59.000 T2 280'-260' A 0.000 0.000 0.000 0.61 B 11.600 0.600 0.000 0.600 0.000 0.933 0.000 0.000 0.000 0.26 Feed Line Shielding Section Elevation Face AR AR AF AF Ice Ice 2 ft ft ft2 2 ft ft2 T1 300'-280' A 0.000 0.61 C 26.600 0.61 C 26.600 0.600 0.00 T2 280'-260' A 0.000 0.500 59.00 C 0.000 0.600 0.600 0.26 T10 120'-100' A 0.000 0.24 T6 200'-180' A 0.000 0.000 0.000 0.61 B 59.000 0.000 0.000 0.000 0.394 .000 0.000 0.600 0.000 0.500 59.61 C 26.000 0.000 0.000 0.000 0.500 59.000 0.600 0.600 0.933 0.000 0.000 0.000 0.000 0.000 0.61 B 59.600 0. Inc.26 T15 20'-0' A 0.000 0.000 0.000 0.00 T4 240'-220' A 0.600 0.000 0.09 T5 220'-200' A 0.500 59.000 0.000 0.000 T3 260'-240' A 0.000 0.000 0.000 0.000 0.61 B 59. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.000 C 0.000 0.000 0. Job Page ERITower Free-Standing Tower Demo 10 of 80 Project Date C-Concepts.000 0.61 C 26.000 0.000 0.000 0.000 0.760 7.933 0.000 0.000 0.26 T11 100'-80' A 0.000 0.000 0.000 0.933 0.000 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.500 59.000 0.000 0.000 0.000 0.000 0.000 0.940 0.000 0.000 0.61 C 26.61 C 26.26 T8 160'-140' A 0.000 0.000 0.000 3.000 0.500 59.000 0.933 0.61 B 59.000 C 0.000 0.000 0.600 0.000 0.000 0.000 0.000 0.000 0.000 0.167 B 0.000 0.000 0.61 B 59. inc.000 0.000 0.000 0.000 0.61 B 0.000 0.000 0.61 B 59.500 59.000 0.000 0.000 0.61 B 59.000 0.600 0.000 0.600 0.26 T13 60'-40' A 0.600 0.000 0.000 0.000 0.61 C 26.500 59.000 0.000 0.000 0.000 0.000 0. 12612 W.000 0.500 59.000 0.500 59.000 0.600 0.600 0.810 B 0.000 0.00 T3 260'-240' A 0. horn FAX: (262) 252-3134 Tower Tower Face Ice AR AF CAAA CAAA Weight Section Elevation Thickness In Face Out Face ft in ft2 ft2 ft2 ft2 K T1 300'-280' A 0.000 0.61 B 59.61 C 26.000 0.000 0.000 0.000 0.000 0.000 0.61 B 59.600 0.933 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.476 6.000 3.000 0.000 0.61 B 59.61 B 59.600 0.933 0.500 59.500 59.000 3.000 0.933 0.600 0.933 0.000 0.000 0.

000 0.000 0.8213 1.000 0.000 3.000 3.4138 T13 60'-40' 1.000 1.709 B 0.493 6.000 1.4787 1.8512 -6.000 0.000 0.547 B 0.7899 T2 280'-260' -8.547 C 0.278 B 1.349 6.0633 -7.950 1.855 5.563 6.972 T15 20'-0' A 0.473 T7 180'-160' A 0.9214 1.000 0.000 0.000 3.331 T6 200'-180' A 0.905 5.531 3.000 0.000 0. inc.1037 -7.000 0.005 0. Inc.4523 T10 120'-100' 1.000 0.933 T10 120'-100' A 0.000 0.000 3.2128 -7.2540 -6.357 C 0.2901 -4.580 6.000 1.000 1.000 0.445 1.000 0.8877 -6.000 3.000 2.000 1.910 5.223 2.377 B 0.508 2.4398 -8.9289 -5.608 B 0.000 0.493 6.5678 -8.949 T5 220'-200' A 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.5922 -8.000 3.525 6.855 5.2279 -6. Job Page ERITower Free-Standing Tower Demo 11 of 80 Project Date C-Concepts.000 0.000 0.000 2.377 C 0.000 0.000 2.1271 1.577 B 0.810 5.032 T12 80'-60' A 0.456 0.221 4.221 4.000 0.0818 T12 80'-60' 1.357 B 0.105 C 0.3367 T3 260'-240' -6.494 2.000 0.000 2.000 3.432 2.032 T11 100'-80' A 0.709 C 0.000 3.040 2.000 0.000 2.000 1.000 0.473 C 0.000 1.526 6.524 B 0.000 0.105 B 0.000 0.1773 1.4965 -8.517 C 0.000 1.8093 T8 160'-140' 0.709 C 0.0238 -7.563 6.5860 .5412 1.221 2.2674 1.000 3.910 5.000 0.5592 -8.577 C 0.3771 -7.000 3.3168 1.279 C 0.000 0.000 3.9645 -6.000 2.155 2.948 T14 40'-20' A 0.986 T13 60'-40' A 0.488 2.481 6.7898 -6.945 Feed Line Center of Pressure Section Elevation CPX CPZ CPX CPZ Ice Ice ft in in in in T1 300'-280' -7.000 0.517 B 0.000 0. horn FAX: (262) 252-3134 Section Elevation Face AR AR AF AF Ice Ice ft ft2 ft2 ft2 ft2 B 0.4341 -7.000 T4 240'-220' A 0.0780 1.8570 1.481 6.000 0.000 0.580 6. 12612 W.000 0.223 2.7521 T11 100'-80' 1.473 B 0.3322 -8.524 C 0.000 0.242 2.000 0.810 5.7863 -9. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.000 2.2547 -6.508 2.525 6.278 C 0.000 3.0029 -7.000 0.6900 -4.000 0.000 1.9091 -6.000 3.040 2.349 6.000 0.759 T9 140'-120' A 1.000 2.2963 -4.1186 -7.526 6.0807 T6 200'-180' 0.000 1.905 5.000 0.000 3.1681 -6.2435 -5.3517 T7 180'-160' 0.9490 T4 240'-220' 1.000 0.000 0.608 C 0.430 T8 160'-140' A 0.7949 T9 140'-120' 1.709 B 0.695 1.6472 T5 220'-200' 0.524 3.

20 26.00 0. 12612 W.06 0' 1'' Ice 4. C None 0.99 6.11 2'' Ice 5.80 2'' Ice 37.22 0.0000 23' .0868 Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Leg Type Horz Adjustment Front Side Lateral Vert ft deg ft ft2 ft2 K Lightning Rod 2''x15' A None 0.03 Mount 0' 1/2'' Ice 4.98 0.00 0.43 PiROD 15' Universal T.63 0.22 4.50 Frame Sector Mount 1/2'' Ice 20.67 6.22 4.99 6.67 6.0000 244' No Ice 3.21 4'' Ice 7.00 0.7669 T15 20'-0' 1.25 0.20 0. horn FAX: (262) 252-3134 Section Elevation CPX CPZ CPX CPZ Ice Ice ft in in in in T14 40'-20' 1.65 1'' Ice 26. Job Page ERITower Free-Standing Tower Demo 12 of 80 Project Date C-Concepts.6267 -8.22 0.60 0.31 0.40 37.03 Mount 0' 1/2'' Ice 4.99 3.00 0.76 0.0000 244' No Ice 3.00 15.00 0.40 37.52 (4) 68000/68010 w/Pipe C From Face 4.60 3.67 4.40 4.06 0' 1'' Ice 6.22 4.00 0.80 59.77 0.76 0.22 0.00 15.31 0.09 2'' Ice 7.63 0.10 1'' Ice 6.20 0.80 59.40 0.1763 -8.0000 232' No Ice 5.20 0.53 0.70 FR70-12-L2 A From Face 4.40 1.09 2'' Ice 7.07 0.60 20.00 0.80 2'' Ice 37.40 4.54 (4) 68000/68010 w/Pipe A From Face 4.99 3.10 4'' Ice 59.77 0.98 3.63 0.67 4.27 0.85 9.1356 -8.67 4.99 6.232' No Ice 15.21 4'' Ice 7.40 4.07 0.25 0.06 0' 1'' Ice 4.0000 300' No Ice 3.00 0.00 0.80 1.53 4.0000 244' No Ice 15.6870 -9.60 3.40 1.22 4.67 6.70 (3) ALP 8010 A From Face 4.60 3.19 4'' Ice 8.80 1.20 9.31 0. C None 0.52 (4) 68000/68010 w/Pipe B From Face 4.60 0.22 4.07 0.00 3.06 0' 1'' Ice 6.27 0.75 3.50 Frame Sector Mount 1/2'' Ice 20.02 0' 1/2'' Ice 5.08 1/2'' Ice 4.03 Mount 0' 1/2'' Ice 4. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.0000 307'6'' No Ice 3.21 4'' Ice 7.77 0.07 6.11 2'' Ice 5.0000 232' No Ice 5.00 0.00 0.85 9. inc.06 0' 1'' Ice 4.65 1'' Ice 26. Inc.20 26.07 0.25 0.75 3.0000 232' No Ice 5.43 FR70-12-L2 C From Face 4.00 0.11 2'' Ice 5.3205 1.19 4'' Ice 8.14 2'' Ice 9.22 4.43 FR70-12-L2 B From Face 4.0371 1.00 0.19 4'' Ice 8.02 0' 1/2'' Ice 5.09 2'' Ice 7.27 0.75 3.40 0.40 0.99 3.85 9.10 4'' Ice 59.87 0.02 0' 1/2'' Ice 5.0000 244' No Ice 3.87 13.76 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.06 0' 1'' Ice 6.23 4'' Ice 13.01 .60 20.52 PiROD 15' Universal T.

814 49.29 0.29 4.00 0.0000 300' No Ice 3.017 32. Job Page ERITower Free-Standing Tower Demo 13 of 80 Project Date C-Concepts.68 0.10 4'' Ice 59.782 9.01 0' 1'' Ice 4.29 4.71 C 15.505 32. inc. Inc.80 1.22 5.0000 300' No Ice 15.01 0' 1'' Ice 4.46 6.937 26.43 T4 240'-220' 230' 1.01 0' 1/2'' Ice 4.46 0. 12612 W.22 5.65 1'' Ice 26.02 (3) ALP 8010 C From Face 4.617 10.No Ice GH = 1.000 0.173 17.40 37.85 .98 0.01 0' 1/2'' Ice 4.182 33.60 0.861 23 150.000 0.46 6.589 A 14.693 48.29 0.14 w/Radome Leg 1/2'' Ice 13.000 0.30 C 18. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.42 2'' Ice 14. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.814 49.57 0.017 14.28 C 20.95 0.22 5.20 26.741 22 265.392 49.505 12.617 10.47 0.80 1.182 33.60 0.00 0.182 14.71 4'' Ice 16. C None 0.60 4.60 4.46 6.70 Dishes Description Face Dish Offset Offset Azimuth Elevation Outside Aperture Weight or Type Type Distance Adjustment Diameter Area Leg ft deg ft ft ft2 K Andrew 4' w/Radome B Paraboloid From 2.088 Section z KZ qz AG F AF AR Aleg Leg CAAA CAAA Elevation a % In Out c Face Face ft ft psf ft2 e ft2 ft2 ft2 ft2 ft2 T1 300'-280' 290' 1.10 0.617 14.440 7.000 B 20.30 T3 260'-240' 250' 1.440 7.85 0.00 0.98 3.29 0.60 0.783 22 225.40 1.28 Tower Pressures .000 B 15.01 2'' Ice 5.02 4'' Ice 6.0000 218' 4.00 No Ice 12.60 0.46 0.006 A 17.823 23 184.80 2'' Ice 37.22 0.02 4'' Ice 6.98 0.01 2'' Ice 5.77 0.868 10.46 0.395 9.680 47.627 A 11.20 0.00 15.000 B 18.105 7.80 59.017 14.00 0.22 0.60 20.395 9.01 0' 1'' Ice 4.000 B 17.22 0.29 4.0000 300' No Ice 3.02 PiROD 15' Universal T.006 A 17. horn FAX: (262) 252-3134 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Leg Type Horz Adjustment Front Side Lateral Vert ft deg ft ft2 ft2 K 0' 1/2'' Ice 4.01 2'' Ice 5.28 1'' Ice 13.000 0.98 3.50 Frame Sector Mount 1/2'' Ice 20.505 32.02 (3) ALP 8010 B From Face 4.71 T2 280'-260' 270' 1.02 4'' Ice 6.60 4.62 0.

90 0.88 0.760 28.939 25.With Ice GH = 1.464 31.107 31.218 13.956 14.11 T13 60'-40' 50' 1.625 14.124 18.327 72.181 10.276 27.5000 152.625 15.000 0.790 14.57 Tower Pressure .15 C 53.000 B 19.675 A 20.000 .000 B 49.000 0.952 12.32 0.000 B 21.556 27.30 C 47.785 20.014 70.309 73.411 18 506.823 17 0.11 T2 280'-260' 270' 1.642 52.649 21 345.000 0.686 14.521 14.000 0.124 19.258 A 27. horn FAX: (262) 252-3134 Section z KZ qz AG F AF AR Aleg Leg CAAA CAAA Elevation a % In Out c Face Face ft ft psf ft2 e ft2 ft2 ft2 ft2 ft2 C 20.000 0.62 T4 240'-220' 230' 1.258 A 15.675 A 18.000 0.625 15.5000 266.451 14.441 10.638 50.295 A 12.956 13.332 17 546.217 27.125 51.625 14.5000 226.000 B 20.956 13.862 30.190 14.5000 307.68 T11 100'-80' 90' 1.15 0.488 34.49 0.956 14.43 C 36.268 16.451 15.089 54.958 17.122 53.841 36.195 12.49 C 51.451 10.925 23.24 16 587.590 30.675 A 38.089 54.95 C 43.125 51.140 31.301 27.521 36.90 C 28.000 0.861 18 0.092 A 24.48 19 466.000 B 27.000 0.37 T8 160'-140' 150' 1.090 50.55 T5 220'-200' 210' 1.000 0.813 52.17 C 22.454 18.000 0.07 C 22.783 17 0.088 Section z KZ qz tZ AG F AF AR Aleg Leg CAAA CAAA Elevation a % In Out c Face Face ft ft psf in ft2 e ft2 ft2 ft2 ft2 ft2 T1 300'-280' 290' 1.559 29.790 14.356 34.09 T15 20'-0' 10' 1 13 707.675 A 35.790 14.638 50.841 36.43 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.55 0.121 12.121 12.122 53.45 C 26.521 14.181 10.619 20.824 72.092 A 45.423 A 24.952 14.851 15.289 18.000 B 51.550 52.17 0.958 18.000 B 24.14 C 25.126 14 627. Inc.09 0.697 16 0. Job Page ERITower Free-Standing Tower Demo 14 of 80 Project Date C-Concepts.289 19.47 0.000 B 35.258 A 34.000 0.597 20 385.45 T5 220'-200' 210' 1.451 10.000 B 41.090 50.286 11.509 A 49.15 0.851 14.550 54.000 B 45.025 14.790 14.000 0.472 53.55 C 40.121 14.76 T10 120'-100' 110' 1.790 14.76 T6 200'-180' 190' 1.541 19 426.06 T14 40'-20' 30' 1 13 667.385 72.025 14.327 72.000 0.000 0.45 0.06 T7 180'-160' 170' 1.356 14. inc.549 31. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.190 14.741 16 0.550 52.000 B 27.217 56.000 0.813 52.77 T12 80'-60' 70' 1.745 27.000 B 34.697 21 305.190 14.472 53.092 A 41.956 13.30 0.286 14.841 A 27.642 52.11 C 19.356 14.423 A 21.521 36.5000 186.000 B 22.841 13.31 0.509 A 51.125 21.07 T3 260'-240' 250' 1.356 14.95 0.88 C 28.55 0.880 19.000 0.956 13.521 14.956 15.550 54.356 15.195 12. 12612 W.217 56.32 C 24.000 B 38.000 B 23.97 T9 140'-120' 130' 1.09 C 37.

75 C 48.000 B 41.440 7.5000 427.47 0.167 77.628 18.15 0.332 13 0.000 0.109 76.30 T3 260'-240' 250' 1.294 13.190 13.000 B 31.5000 508.000 B 57.790 14.964 13.964 13.000 0.090 50.000 0.126 11 0.090 50.129 13.59 0.85 C 20.575 74.173 17.694 14.47 C 56.471 75.697 11 305.529 14.782 9.000 B 45.017 14.580 44.579 15.649 16 0.866 81.84 T11 100'-80' 90' 1.5000 467.000 B 48.5000 548. Job Page ERITower Free-Standing Tower Demo 15 of 80 Project Date C-Concepts.220 77.694 13.761 A 53.817 42.395 9.000 0.597 15 0.288 76.814 49.000 0.006 A 17.71 C 15.440 7.17 .220 77.288 76. horn FAX: (262) 252-3134 Section z KZ qz tZ AG F AF AR Aleg Leg CAAA CAAA Elevation a % In Out c Face Face ft ft psf in ft2 e ft2 ft2 ft2 ft2 ft2 B 24.006 A 17.47 C 27.509 A 31.297 17.000 B 15.435 41.861 12 150.792 45.71 T2 280'-260' 270' 1.98 0.129 17.000 0.182 14.75 0.423 A 21.45 T5 220'-200' 210' 1.56 T7 180'-160' 170' 1.000 0.000 B 60.01 0.860 13.025 14.741 11 265.860 13.761 A 48.29 0.178 A 60.617 10.364 13.000 0.48 14 0.53 T9 140'-120' 130' 1.24 12 0.15 C 34.294 14.131 18.462 17.617 10.24 T13 60'-40' 50' 1.334 40.344 A 45.85 0.83 Tower Pressure .88 0.129 14.80 C 42.851 15.927 A 31.004 77.693 48.000 0.5000 387.823 12 184.43 T4 240'-220' 230' 1.000 B 53.217 27.03 T6 200'-180' 190' 1.000 B 21.268 16.958 19.130 21.579 13.06 T12 80'-60' 70' 1.Service GH = 1.522 41.436 73.680 47.814 49.000 0.294 16.80 T10 120'-100' 110' 1.000 B 20.628 18.017 32.20 0.77 0. Inc.182 33. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.000 0.462 18.627 A 11.392 49.790 13.625 15.793 18.010 77.451 10. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.000 B 39.98 C 34.5000 628.964 18.59 C 60.937 26.29 C 63.01 C 51.178 A 57.80 0.297 16.000 0.124 19.505 32.436 73.344 A 41.105 7.541 14 0.129 17.28 C 20.772 45.088 Section z KZ qz AG F AF AR Aleg Leg CAAA CAAA Elevation a % In Out c Face Face ft ft psf ft2 e ft2 ft2 ft2 ft2 ft2 T1 300'-280' 290' 1.309 73.631 44.868 10.927 A 39.411 13 0.529 13.210 50.31 T15 20'-0' 10' 1 9 0.575 74.460 13.092 A 28.65 T8 160'-140' 150' 1.294 16.395 9.5000 588.5000 709.30 C 18.5000 669.505 32.88 C 31.5000 347.787 43.47 0.017 14.167 77.625 14.964 18. 12612 W.000 B 18. inc.790 14.17 0.000 B 31.010 77.965 43.866 81.004 77.451 15.35 T14 40'-20' 30' 1 9 0.000 0.182 33.617 14.000 0.589 A 14.460 15.000 B 28.000 B 17.783 11 225.000 0.95 0.505 12.109 76.20 C 44.471 75.364 13.

952 14.472 53. inc.95 0.254 2.734 C 0.785 20.95 C 43.258 A 27.611 3.39 A 0.424 0.14 B B 0.149 2.39 2.956 14.11 T13 60'-40' 50' 1.000 0.259 C 0.95 0.438 3.124 19.65 3.701 0.30 C 47.126 7 627.807 C 0.42 2.09 C 37.000 B 27.723 0.149 2.745 27.76 T6 200'-180' 190' 1.16 A 0.089 54.16 B .78 4.089 54.603 1 1 47.37 2.472 53.23 0.48 9 466.286 11.582 1 1 19.807 T2 280'-260' 0.217 56.521 14.918 2.598 1 1 51.24 0.06 A 0.No Ice .55 0.000 B 35.190 14.000 0.000 B 24.790 14. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.956 13.68 T11 100'-80' 90' 1.550 54.952 12. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.760 28.851 14.289 19.486 0.286 14.092 A 41.084 0.58 1 1 26.234 2.424 0.152 2.958 17.000 0.813 52.000 B 49.37 T8 160'-140' 150' 1.138 2.217 2.125 51.747 0.575 T6 200'-180' 0.675 A 35.790 14.550 52.774 0.45 C 26.57 Tower Forces .638 50.648 1 1 42.025 14.841 A 27.594 1 1 54.581 1 1 23.356 15.45 0.000 0.642 52.880 19.956 13.619 20.813 52.625 15.13 A B 0.217 2.122 53.58 1 1 29.092 A 45.09 0.549 31.49 A 0.15 B B 0.674 T4 240'-220' 0.90 C 28.301 27.75 0.583 1 1 42.000 B 41.61 A 0.190 2.Wind Normal To Face Section Add Self F e CF RR DF DR AE F w Ctrl.356 14.488 34.140 31.790 14.125 51.733 T3 260'-240' 0.190 14.649 11 345.298 2.454 18. Elevation Weight Weight a Face c ft K K e ft2 K klf T1 300'-280' 0.000 0.763 0.509 A 51.638 50.88 0.521 14.625 15.000 0.539 0.169 2.77 T12 80'-60' 70' 1.590 30.817 0.000 B 34.121 12.157 2.603 1 1 47.12 0.675 A 38.63 1 1 45.509 A 49.451 14.107 31.289 18.259 2.000 0.025 14.550 52.217 56.790 14.332 9 546.819 0.000 B 27.598 1 1 51.16 B B 0.559 29.203 2.591 1 1 57.000 0.55 C 40.594 1 1 54.124 18.669 T5 220'-200' 0.733 C 0.163 2.611 C 0.486 0.440 2.49 0.686 14.774 0.97 T9 140'-120' 130' 1. 12612 W.49 C 51.585 1 1 30.06 T7 180'-160' 170' 1.76 T10 120'-100' 110' 1.09 T15 20'-0' 10' 1 6 707.43 0.615 1 1 47.411 9 506.582 1 1 19.11 A B 0.47 0.06 T14 40'-20' 30' 1 6 667.137 2.88 C 28.956 15.958 18.30 0.186 0.584 1 1 38.258 A 34.000 0.423 A 24.541 10 426.642 52.734 2.77 3.234 2. Job Page ERITower Free-Standing Tower Demo 16 of 80 Project Date C-Concepts.302 0.78 3.862 30.24 8 587.597 10 385.121 14.539 0.90 0.000 B 51.12 A B 0.43 C 36.485 T7 180'-160' 0.763 0.000 B 45.581 1 1 23.000 0.68 0.15 C 53.625 14.122 53.37 1.254 2.15 0.344 2.550 54.464 31.585 0. horn FAX: (262) 252-3134 Section z KZ qz AG F AF AR Aleg Leg CAAA CAAA Elevation a % In Out c Face Face ft ft psf ft2 e ft2 ft2 ft2 ft2 ft2 C 22. Inc.659 C 0.451 10.152 2.625 14.000 B 38.90 A 0.42 A 0.125 21.

217 2.204 2.424 0.16 77.Wind 60 To Face Section Add Self F e CF RR DF DR AE F w Ctrl.625 C 0.741 0.771 0.763 0.626 C 0.181 2.824 0.774 0.591 1 1 65.58 0.18 B B 0.16 B B 0.683 0.63 0.186 0.15 B B 0.158 2.254 2.124 2.8 1 25.13 2.054 T3 260'-240' 0.583 1 1 72. Inc.591 0.776 0.820 3. Elevation Weight Weight a Face c ft K K e ft2 K klf B 0.741 0.254 2.701 0.17 B B 0.149 2.8 1 20.344 2.8 1 39.864 0.559 C 0.583 1 1 76.37 1.162 2.42 2.90 kip-ft Tower Forces .013 2.125 2.591 0.96 8.579 1 1 48.171 2.149 2.152 2.15 2.47 A 0.581 1 1 45.181 2.500 T4 240'-220' 0.37 2.594 0.584 1 1 69.84 5.683 0.582 1 1 53.683 C 0.65 3.819 0.698 T10 120'-100' 0.54 0.771 0.234 2.155 2.395 T8 160'-140' 0.579 1 1 58.70 A 0.135 T13 60'-40' 0.43 0.86 0.559 3.14 B B 0.598 0.591 1 1 65.No Ice .662 0.041 2.747 0.586 1 1 66.577 1 1 72.581 0. horn FAX: (262) 252-3134 Section Add Self F e CF RR DF DR AE F w Ctrl.719 T2 280'-260' 0.8 1 34.500 3.707 0.424 0.158 2.313 C 0.90 A 0.820 C 0.168 2.84 0.149 2.578 1 1 61.582 0.539 0.15 0.302 0.041 C 0.157 2.137 2.763 0.898 3.579 1 1 55.587 1 1 60.149 2.13 A 0.132 T11 100'-80' 0.853 2.16 B B 0.582 1 1 80.44 A 0.06 A 0.203 2.584 0.15 B B 0.134 2.539 0.96 7.615 0.69 A 0.626 3.26 0.004 Sum Weight: 11.8 1 49.78 3.313 3.582 0.454 T14 40'-20' 0.452 C 0.587 1 1 60.169 2.683 2.56 0.452 3.598 0.13 B B 0.138 2.594 0.11 0.774 0.78 5.96 8.502 2.203 2.729 0.438 C 0.8 1 44.754 0.486 0.49 A 0.591 1 1 57.723 0.013 C 0.583 0.603 0.84 5.217 2.084 0.39 2.846 0. Job Page ERITower Free-Standing Tower Demo 17 of 80 Project Date C-Concepts. inc.708 T9 140'-120' 0.8 1 44.163 2.582 1 1 80.581 1 1 83.758 3. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.35 0.17 B B 0.8 1 47.50 OTM 6542.61 A 0.155 2.8 1 49.586 1 1 66.175 2.8 1 39.175 2.39 A 0.61 A 0.644 .16 B B 0.585 0.12 A B 0.136 2.234 2.817 0.8 1 52.581 0.11 A B 0.126 2.90 A 0.584 0.49 0.203 2.225 T7 180'-160' 0.898 C 0.388 T12 80'-60' 0.16 A 0.78 4.575 T15 20'-0' 0.439 2.42 A 0.15 2.24 0.168 2.17 B B 0.585 0.121 2.729 0.578 1 1 69.171 C 0.882 0.93 0.8 1 37.662 0.719 C 0.162 2.8 1 20.581 1 1 83.152 2.8 1 52.868 0.615 T5 220'-200' 0.14 B B 0.8 1 26.585 0.603 0.776 0.054 C 0.8 1 16.298 2.22 A 0.583 1 1 76.707 0.758 C 0.8 1 16.581 0.486 0.583 1 1 72.77 3.8 1 44.584 1 1 69. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.86 45.585 0.752 0.578 1 1 65.31 0.71 0.8 1 47. Elevation Weight Weight a Face c ft K K e ft2 K klf T1 300'-280' 0.584 0.648 0.84 5.8 1 42.831 0.204 2.04 0.500 C 0.12 A B 0.752 0.58 0.84 6.155 2. 12612 W.026 T6 200'-180' 0.8 1 22.44 0.

662 0.78 3.584 0.60 0.8 1 58.162 2.18 0.817 0.168 2.13 A 0.585 0.37 2.136 2.39 2.204 2.584 0.578 0.85 1 45.77 0.85 1 53.598 0.763 0.683 0.633 C 0. Elevation Weight Weight a Face c ft K K e ft2 K klf T1 300'-280' 0.583 0.15 B B 0.49 A 0.149 2.60 41.85 1 17.186 0.579 0.85 1 41.85 1 50.84 6.585 0.12 A B 0.275 C 0.85 1 26.134 2.05 0.723 0.583 0.8 1 67.915 2.585 0.204 2.155 2.15 B B 0.16 A 0.582 0.725 C 0.298 2.915 C 0.217 2.583 0.63 0.37 1.707 0. inc.771 0.No Ice .152 2.16 77.540 T7 180'-160' 0.581 0.42 2.001 T10 120'-100' 0.729 0.254 2.882 0.8 1 73.003 2.683 0.149 2.603 0.96 8.648 0.13 A B 0.157 2.254 2.581 0.14 B B 0.203 2.370 C 0.15 2.85 1 27.344 2.8 1 46.204 2.204 2. horn FAX: (262) 252-3134 Section Add Self F e CF RR DF DR AE F w Ctrl.182 2.598 0.003 C 0.831 0.126 2.424 0.234 2.524 C 0.58 0.85 1 40.138 2.16 B B 0.50 OTM 5981.080 2.54 0.591 0.85 1 35.449 C 0. Job Page ERITower Free-Standing Tower Demo 18 of 80 Project Date C-Concepts.302 0.236 2.07 0.662 0.13 B B 0.294 Sum Weight: 11.8 1 61.58 0.095 2.91 0.628 T5 220'-200' 0.486 0.61 A 0.175 2.168 2.85 1 45. Elevation Weight Weight a Face c ft K K e ft2 K klf T8 160'-140' 0.203 2.44 A 0.587 0.121 2.424 0.158 2.61 A 0.581 0.182 C 0.449 3.70 A 0.309 2.8 1 58.256 3.752 0.774 0.591 0.594 0.701 0.819 0.868 0.85 1 48.15 B B 0.97 0.747 0.85 1 17.15 2.615 0.69 A 0.062 2.8 1 47.85 1 20.080 C 0.85 1 43.507 T13 60'-40' 0.974 C 0.125 2.591 0.707 0.539 0.14 B B 0.729 0.864 0.13 B B 0.90 A 0.69 A 0.Wind 90 To Face Section Add Self F e CF RR DF DR AE F w Ctrl.524 3.584 0.8 1 64.370 3.752 0.8 1 59.8 1 73.65 3.578 0.06 A 0.776 0.581 0.8 1 55.8 1 71.614 T11 100'-80' 0.155 2.42 A 0.8 1 55. Inc.124 2.163 2.582 0.584 0.8 1 67.584 0.01 0.437 2.13 2.35 0.44 kip-ft Tower Forces .8 1 59.16 B B 0.86 0.85 1 20.78 5.8 1 55.8 1 50.14 0.275 2.741 0.162 2.78 4.85 1 48.579 0.137 2.583 0.97 0.96 8.587 0.062 C 0.47 A 0.8 1 61.579 0.155 2.256 .8 1 64.181 2.996 C 0.15 B B 0.539 0.77 3.582 0.8 1 43.594 0.081 T8 160'-140' 0.491 T2 280'-260' 0.603 0.584 0.577 0.8 1 52.96 7.584 0.996 3.763 0. 12612 W.824 0.583 0.85 1 53.591 0.961 T14 40'-20' 0.8 1 59.586 0.158 2.8 1 71.175 2.152 2.14 B B 0.771 0.90 A 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.169 2.754 0.78 5.85 1 60.578 0.234 2.84 5.217 2.15 B B 0.85 1 23.85 1 60.27 0.084 0.8 1 61.543 T4 240'-220' 0.354 T15 20'-0' 0.15 B B 0.76 0.582 0.486 0.846 0.774 0.85 1 50.85 0.491 C 0.11 A B 0.974 T3 260'-240' 0.181 2.22 A 0.85 1 45.586 0.84 5.85 1 38.216 T12 80'-60' 0.591 0.581 0.741 0.095 C 0.84 5.149 2.67 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.591 0.163 T6 200'-180' 0.582 0.39 A 0.725 2.396 T9 140'-120' 0.

196 T6 200'-180' 1.30 A 0.581 0.50 OTM 6121.74 0.12 A B 0.47 1.21 0.59 1 1 59.259 3.18 A 0.583 0.01 0.319 2.126 2.868 0.606 0.970 C 0.85 1 73.683 0.584 0.970 2.811 3.585 1 1 33.16 B B 0.999 2.683 1 1 64.658 0.367 0.77 2.971 Sum Weight: 11.85 1 56.6 1 1 80.577 0.405 2.719 1 1 62.186 2.12 A B 0.15 0.579 0.06 A 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.054 0.85 1 75.543 C 0.71 5.311 0.91 42.824 0.04 0.605 0.578 0.864 0.15 B B 0.85 1 69.168 2.729 0.85 1 61.16 B B 0.578 0.85 1 58.16 77.11 A B 0.73 A 0.22 2.84 5.22 A 0.331 3.942 0.70 4.707 0.274 2.465 2.543 3.34 0.581 C 0.575 C 0.587 0.754 0.612 2.124 2.85 1 61.35 2.607 1 1 85.581 2.493 T11 100'-80' 0.741 0.792 T7 180'-160' 1. inc.588 1 1 29.168 2.771 0.155 2.66 A 0.596 0.172 0.85 1 66.56 kip-ft Tower Forces .583 0.295 2.47 4.20 0.2 2.936 C 0.86 0.85 1 56.846 0.614 1 1 73.319 2. Elevation Weight Weight a Face c ft K K e ft2 K klf T1 300'-280' 0.96 A 0.583 0.209 2.14 B B 0.272 T8 160'-140' 1.729 0.76 0.162 2.15 2.582 0. Job Page ERITower Free-Standing Tower Demo 19 of 80 Project Date C-Concepts.909 T15 20'-0' 0.752 0.162 2.082 T9 140'-120' 1.242 2.269 2.741 0.664 T13 60'-40' 0.155 2.47 A 0.13 2.85 1 69.35 2.Wind Normal To Face Section Add Self F e CF RR DF DR AE F w Ctrl.334 T14 40'-20' 0.15 B B 0.622 1 1 70.748 T5 220'-200' 1.15 B B 0.259 T12 80'-60' 0.06 0.95 0.84 5.86 0.311 0.662 0.246 0.582 0.87 A 0.59 1 1 25.632 1 1 66.49 0.578 0. Inc.554 C 0.85 1 63.882 0.699 0.175 2.90 A 0.121 2.269 2.226 C 0.581 0.85 1 48.508 2.587 1 1 38.54 0.831 0.654 1 1 66.606 0.85 1 75.84 6.642 0.246 0.85 1 49.575 T2 280'-260' 0.582 0.59 1 1 25.125 2.44 A 0.662 0.608 1 1 76.98 0.028 T4 240'-220' 1.With Ice .15 2.259 C 0.181 2. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.367 0.707 0.274 2.771 0.71 7.936 3.17 2.175 2.85 1 54.622 1 1 70.579 0.696 2.85 1 63.579 0.14 B B 0.226 3.554 T3 260'-240' 0. Elevation Weight Weight a Face c ft K K e ft2 K klf C 0.172 0.586 0.586 0.46 0.209 2.632 1 1 66.954 C 0.186 2.383 0.541 1.16 B B 0.16 0.86 A 0.383 0.534 C 0.197 2.85 1 44.852 0.182 2.197 2. 12612 W.15 B . horn FAX: (262) 252-3134 Section Add Self F e CF RR DF DR AE F w Ctrl.683 0.587 0.614 1 1 73.79 6.13 B B 0.594 1 1 38.88 0.85 1 61.592 1 1 55.155 2.134 2.89 3.197 2.595 1 1 51.96 8.85 1 66.136 2.158 2.295 2.158 2.85 1 63.84 5.96 7.532 0.209 C 0.96 8.14 B B 0.331 C 0.607 1 1 85.761 2.642 0.57 0.752 0.566 0.224 T9 140'-120' 0.85 1 73.59 1 1 68.583 0.61 A 0.181 2.999 C 0.761 C 0.85 1 52.13 A 0.584 0.70 A 0.77 2.534 2.588 1 1 29.608 1 1 76.34 A 0.14 B B 0.15 B B 0.71 5.425 T10 120'-100' 0.217 2.465 C 0.

592 0.348 2.59 0.2 2.750 3.159 2.154 2.613 0.519 T9 140'-120' 1.6 1 1 80.8 1 70.505 C 0.532 0.582 1 1 90.186 2.591 1 1 103.663 0.79 6.39 A 0.79 7.11 A B 0.231 2.174 2.06 A 0.607 0.221 2.594 0.587 0.585 1 1 70.15 B B 0.438 C 0. Elevation Weight Weight a Face c ft K K e ft2 K klf T1 300'-280' 0.526 0.074 C 0.663 0.589 1 1 106.597 1 1 86.70 A 0.74 0.811 C 0.66 A 0.12 0.719 0.8 1 68.608 0.505 3.14 B B 0.79 7.172 0.65 0.584 1 1 77.613 0.495 0.593 1 1 93.054 0.186 2.197 2.213 2.6 0.858 3.207 2.8 1 33.8 1 25.8 1 62.541 1.71 7.274 2.587 0.242 2. 12612 W.71 5.684 0.18 2.535 2.763 T5 220'-200' 1.35 0.221 2.367 T8 160'-140' 1.158 Sum Weight: 23.14 B B 0.757 0.8 1 52.942 0.94 9.213 2. inc.12 A B 0.383 0.622 0.13 B B 0.295 2.311 0.8 1 21.8 1 74.46 0.585 0.287 T12 80'-60' 1.595 1 1 90.654 0.588 0.8 1 77.319 2.73 A 0.18 A 0.46 0.87 A 0.597 1 1 86.596 0.59 0.8 1 21.89 3.584 1 1 74.509 T11 100'-80' 1.42 0.614 0.744 2.40 OTM 6081.8 1 62.14 B B 0.17 2.96 A 0.583 1 1 87.74 0.86 A 0.77 2.94 11.197 2.8 1 60.35 2.607 0.169 2.74 42.8 1 34.774 .92 0.658 0.47 4.591 1 1 103.608 0.217 2.269 2.91 0.71 5.269 2.Wind 60 To Face Section Add Self F e CF RR DF DR AE F w Ctrl.566 0.555 0.858 C 0.21 kip-ft Tower Forces .55 0.8 1 68.04 0.365 C 0.399 2.242 2.242 2.59 0.96 A 0.655 C 0.16 B B 0. Elevation Weight Weight a Face c ft K K e ft2 K klf B 0.56 A 0.8 1 56.8 1 65.227 C 0.642 0.227 2.11 A B 0.169 C 0.54 0.15 B B 0.579 T13 60'-40' 1.169 2.77 2.52 A 0.699 0.35 2.605 0.739 C 0.405 2.587 1 1 63.8 1 59.729 T6 200'-180' 1.30 A 0.592 1 1 98.79 8.655 2.172 0.383 0. Job Page ERITower Free-Standing Tower Demo 20 of 80 Project Date C-Concepts.161 2.555 0.8 1 77.319 2.8 1 45.8 1 65.13 0.23 0.652 C 0.15 B B 0.074 2.8 1 74.84 0.683 0.8 1 27.295 2.704 0.8 1 70.8 1 49.274 2.6 0.163 2.642 0.59 0.632 0.16 B B 0.526 0.595 0.505 T7 180'-160' 1.589 1 1 106.984 T4 240'-220' 1.202 2.14 B B 0.293 2.13 0.8 1 61.195 2.367 0.365 2. horn FAX: (262) 252-3134 Section Add Self F e CF RR DF DR AE F w Ctrl.652 2.592 1 1 98.115 T3 260'-240' 0.8 1 25.182 2.47 1.197 2. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.171 T15 20'-0' 1.606 0.614 0.509 T14 40'-20' 1. Inc.22 2.367 0.8 1 62.01 A 0.595 1 1 90.46 0.739 T2 280'-260' 0.231 2.723 0.311 0.207 2.59 0.852 0.73 0.18 2.166 C 0.583 1 1 82.71 102.750 C 0.573 0.246 0.616 T10 120'-100' 1.622 0.12 B B 0.588 0.115 C 0.399 C 0.593 1 1 93.606 0.438 2.209 2.495 0.13 B B 0.195 2.77 0.246 0.59 0.94 11.202 2.348 C 0.With Ice .34 A 0.573 0.70 4.632 0.733 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.

70 A 0.85 1 58.85 1 22.6 0.66 A 0.233 2.566 0.622 0.942 0.11 A B 0.11 A B 0.584 0.622 0.583 0.85 1 79.221 2.8 1 61.526 0.79 7.85 1 80.592 0.606 0. Inc.71 5.61 0.096 T6 200'-180' 1.698 C 0.311 0.597 0. Elevation Weight Weight a Face c ft K K e ft2 K klf T1 300'-280' 0.47 4.85 1 26.010 T5 220'-200' 1.757 0.79 6.213 2.274 2.246 0.596 0.246 0.40 OTM 5646.52 0.202 2.8 1 88.632 0.632 0.13 B B 0.73 A 0.87 A 0.592 0.416 2.614 0.607 0.197 2.495 0.600 2.591 0.12 B B 0.15 B B 0.94 11.495 0.077 T7 180'-160' 1.125 C 0.54 0.94 9.573 0.269 2.8 1 84.587 0.34 A 0.85 1 35.86 A 0.01 A 0.35 2.541 1.85 1 35.338 C 0.269 2.719 0.With Ice .59 0.8 1 81.8 1 91.35 2.8 1 81.202 2.18 2.154 2.295 2.77 2.60 0.593 0.305 2.584 0.85 1 62.607 0.585 0.383 0.319 2.30 A 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.642 0.052 2.85 1 69.8 1 64.591 0.585 0.79 7.660 T9 140'-120' 1.81 0.47 1.79 7.094 T8 160'-140' 1.8 1 78.14 B B 0.193 T14 40'-20' 1.613 0.231 2.39 0.79 8.608 0.59 0.15 B B 0.14 B B 0.85 1 63.319 2.85 1 60.683 0.704 0.06 A 0.26 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.8 1 67.85 1 63.563 C 0.684 0.56 A 0.031 C 0.148 2.663 0.483 C 0.66 kip-ft Tower Forces .614 0.8 1 75.597 0.587 0.14 B B 0.22 2.71 5.39 A 0.595 0.8 1 71.245 T4 240'-220' 1.59 0.163 2.295 2.83 0.209 2.733 0.582 0.13 B B 0.85 1 54.654 0.148 C 0.685 2.495 0.213 2.14 B B 0.217 2.8 1 77.495 C 0.125 2. horn FAX: (262) 252-3134 Section Add Self F e CF RR DF DR AE F w Ctrl.613 0.85 1 69.583 0.8 1 94.13 B B 0.59 0.405 2.311 0.77 2.595 0.555 0.85 1 66.46 0.852 0.589 0.85 1 80.416 C 0.182 2. inc.794 2.85 1 51.85 1 29.85 1 76.71 0.207 2.589 0.59 0.367 0.71 7.197 2.8 1 78.031 2.85 1 79.526 0.242 2.605 0.80 0.400 Sum Weight: 23.383 0.665 .85 1 66.85 1 61.15 0.221 2.698 T2 280'-260' 0.8 1 84.606 0.2 2.231 2.608 0.594 0.338 2.169 2.642 0.8 1 94.597 0.6 0.159 2. Elevation Weight Weight a Face c ft K K e ft2 K klf T10 120'-100' 1.588 0.85 1 72.83 0.197 2.8 1 91.96 A 0.71 102.231 2.658 0.52 A 0.794 C 0.52 A 0.14 B B 0.516 T11 100'-80' 1.59 0.595 0.231 2.588 0.699 0.253 T13 60'-40' 1.563 2.207 2.555 0.8 1 88.017 T15 20'-0' 1.172 0.73 0.43 0.532 0.46 0.484 T10 120'-100' 1.27 38.98 0.90 0.12 B B 0.723 0.600 C 0.85 1 26.172 0.85 1 63.85 1 22.483 2.195 2.225 T3 260'-240' 0.18 A 0.74 0.Wind 90 To Face Section Add Self F e CF RR DF DR AE F w Ctrl.665 2.274 2.592 0.363 C 0.894 2.12 A B 0.573 0.495 2.45 0.186 2.233 C 0.186 2.593 0.85 1 72.195 2. Job Page ERITower Free-Standing Tower Demo 21 of 80 Project Date C-Concepts.70 4.85 1 47.367 0.242 2.225 C 0. 12612 W.052 C 0.495 0.85 1 76.597 0.161 2.054 0.529 T12 80'-60' 1.96 A 0.89 3.14 B B 0.94 11.17 2.174 2.

587 1 1 60.486 0.763 0.85 1 94.75 0.221 2.202 2.684 0.78 5.585 1 1 30.65 3.581 1 1 23.584 0.203 2.592 0.85 1 66.831 0.591 1 1 65.758 1.39 2.84 5.49 A 0.56 A 0.39 A 0.702 C 0.79 7.202 2.78 4.486 0.593 0.94 9.669 T5 220'-200' 0.85 1 83.13 A 0.723 0.85 1 86.702 2.90 A 0.452 C 0.589 0.611 1.590 Sum Weight: 23.582 1 1 53.26 0.626 C 0.424 0.652 2.134 2.07 A B 0.85 1 97.259 C 0.591 0.138 2.584 0.598 1 1 51.59 0.662 0.174 2.70 A 0.63 1 1 45.254 2.626 1.648 1 1 42.652 C 0.573 0.807 T2 280'-260' 0.Service .582 1 1 19.55 kip-ft Tower Forces .424 0.85 1 90.526 0.595 0.186 0.78 3.701 0.584 1 1 69.58 1 1 26.584 0.395 T8 160'-140' 0.084 0.734 C 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.159 2.168 2.583 0.776 0.06 A B 0.581 1 1 45.13 B B 0.217 2. 12612 W.807 C 0.589 0.14 B B 0.603 1 1 47.51 0. Elevation Weight Weight a Face c ft K K e ft2 K klf T1 300'-280' 0.85 1 90.42 A 0.819 0.80 0.587 1 1 60.59 0.08 B B 0.85 1 94. horn FAX: (262) 252-3134 Section Add Self F e CF RR DF DR AE F w Ctrl.763 0.581 1 1 23.440 1.723 0.593 0.181 2.09 B B 0.918 1.84 5.591 1 1 57.61 A 0.485 T7 180'-160' 0.452 1.595 0.594 1 1 54.14 39.591 1 1 65.302 0.136 2.747 0.74 0.66 0.734 1.213 2.217 2.259 1.132 T11 100'-80' 0.85 1 80.611 C 0.94 11.85 1 78.181 2.06 A 0.85 1 63.149 2.09 B B 0.615 1 1 47.51 0.585 0.39 A 0.01 A 0.84 5.07 B B 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.96 A 0.555 0.14 0.155 2.13 B B 0.539 0.733 T3 260'-240' 0.683 0.704 0.594 1 1 54.738 C 0.234 2.204 2.40 0.613 0.85 1 86.573 0.169 2.591 0.582 1 1 19.06 A B 0.42 2.559 C 0.254 2.152 2.579 1 1 48.09 B .583 0.549 2.579 1 1 55.37 2.592 0.203 2.583 1 1 42.586 1 1 66.65 0. inc.59 0.584 1 1 38.698 T10 120'-100' 0.137 2.08 B B 0.707 0.659 C 0.154 2.77 3.152 2.555 0.559 1.438 C 0.85 1 69.817 0. Job Page ERITower Free-Standing Tower Demo 22 of 80 Project Date C-Concepts.683 0.175 2.213 2.674 T4 240'-220' 0.585 0.13 B B 0.526 0.603 1 1 47.175 2.60 0. Elevation Weight Weight a Face c ft K K e ft2 K klf C 0.549 C 0.85 1 97.582 0.149 2.774 0.136 2.161 2.733 C 0.234 2.207 2.774 0.163 2.757 0.834 T13 60'-40' 1.08 B B 0.08 B B 0.169 2.764 T11 100'-80' 1.204 2.90 A 0.71 102.85 1 83.81 0.298 2.40 OTM 5755.69 A 0.708 T9 140'-120' 0.022 T14 40'-20' 1.14 B B 0.88 0.16 A 0.584 0.85 1 74.79 8.136 C 0. Inc.662 0.58 1 1 29.195 2.613 0.207 2.539 0.37 0.Wind Normal To Face Section Add Self F e CF RR DF DR AE F w Ctrl.344 2.163 2.733 0.754 0.157 2.221 2.149 2.575 T6 200'-180' 0.195 2.056 T15 20'-0' 1.190 1.824 0.969 T12 80'-60' 1.94 11.69 0.586 1 1 66.37 1.61 A 0.738 2.585 0.598 1 1 51.438 1.75 0.591 1 1 57.

WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.96 7.898 1.594 0.584 0.719 T2 280'-260' 0.8 1 59.37 1.582 0.752 0.996 1.69 A 0.15 2.817 0.90 A 0.84 5.217 2.591 0.62 0.90 A 0. Inc.598 0.579 1 1 58.181 2.06 A B 0.61 A 0.Service .013 1.8 1 20.820 1.63 0.204 2.754 0.868 0.824 0.134 2.584 0.581 0.8 1 25.396 T9 140'-120' 0.8 1 47.996 C 0.763 0.06 B B 0.683 0.08 0.583 1 1 72.71 0.39 A 0.707 0.55 0.65 0. inc.583 1 1 76.155 2.16 A 0.524 1.171 1.8 1 58.581 0.603 0.584 1 1 69.578 1 1 65.78 5.598 0.752 0.225 T7 180'-160' 0.583 0.8 1 43.500 1.603 0.203 2.846 0.57 0.084 0.683 0.234 2.388 T12 80'-60' 0.158 2.302 0.08 B B 0.216 .648 0.449 C 0.776 0.054 T3 260'-240' 0.Wind 60 To Face Section Add Self F e CF RR DF DR AE F w Ctrl.182 1.439 1.763 0.820 C 0.625 C 0.585 0.163 2.8 1 59.175 2.719 C 0.8 1 37.774 0.8 1 44.254 2.747 0.8 1 47.168 2.51 0.614 T11 100'-80' 0.58 0.22 A 0.158 2.577 1 1 72.86 0.30 0.585 0.584 0.586 0.774 0.61 0.77 3.08 B B 0.579 0.38 0.298 2.8 1 52.149 2.454 T14 40'-20' 0.683 C 0.15 2.78 3.587 0.39 2.27 0.09 B B 0.424 0.8 1 49.575 T15 20'-0' 0.65 3.08 B B 0.583 1 1 72.42 A 0.217 2.07 B B 0.8 1 46.171 C 0. 12612 W.041 1.741 0.44 A 0.155 2.84 5.662 0.8 1 47.8 1 58.313 C 0.500 T4 240'-220' 0.586 0.125 2.204 2.162 2.56 0.149 2.126 2.138 2.583 1 1 76.8 1 26.182 C 0.853 1.8 1 44.001 T10 120'-100' 0.121 2.8 1 50.8 1 16.729 0.864 0.539 0.124 2. Elevation Weight Weight a Face c ft K K e ft2 K klf B 0.579 0.584 0.723 0.06 A B 0.08 B B 0.846 0. Job Page ERITower Free-Standing Tower Demo 23 of 80 Project Date C-Concepts.42 kip-ft Tower Forces .8 1 61.013 C 0.18 0.175 2.578 1 1 69.13 A 0.486 0.819 0.344 2.8 1 55.8 1 39.96 8.70 A 0.169 2.37 2.61 A 0.50 OTM 3338.729 0.581 0.591 0.8 1 55.8 1 39.582 0.168 2.203 2.701 0.78 4.615 T5 220'-200' 0.581 1 1 83. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.155 2.8 1 20.584 0.581 1 1 83.8 1 49.84 6.591 0.08 B B 0.42 2.486 0.157 2.424 0.137 2.758 C 0.004 Sum Weight: 11.502 1.136 2.539 0.45 0.582 1 1 80.026 T6 200'-180' 0.8 1 16.591 0. Elevation Weight Weight a Face c ft K K e ft2 K klf T1 300'-280' 0.84 5.13 2.152 2.615 0.831 0.07 B B 0.585 0.707 0.898 C 0.06 A 0.234 2.771 0.054 C 0.594 0.152 2.707 0.49 A 0.08 B B 0.08 B B 0.582 1 1 80.13 2.8 1 61.162 2.8 1 22.16 77.50 0.96 8.135 T13 60'-40' 0.07 B B 0.8 1 52.313 1.181 2.582 0.644 T8 160'-140' 0.186 0.449 1.524 C 0.8 1 34.05 A B 0.579 0.8 1 42.149 2.587 0.882 0.254 2.58 0.47 A 0.771 0.662 0.19 23.578 1 1 61.683 1.500 C 0.741 0.041 C 0.168 2. horn FAX: (262) 252-3134 Section Add Self F e CF RR DF DR AE F w Ctrl.8 1 44.

539 0.771 0.84 5.85 1 40.584 0.85 1 49.14 kip-ft Tower Forces .234 2.581 0.07 B B 0.437 1.181 2.294 Sum Weight: 11.85 1 27.256 1.85 1 26.8 1 67.491 T2 280'-260' 0.8 1 67.095 1.85 1 61.648 0.582 0.51 0.080 1.78 4.39 A 0.725 1.344 2.186 0.584 0.96 7.121 2.578 0.747 0.07 B B 0.254 2.07 B B 0.817 0.85 1 41.254 2.07 B B 0.85 1 61.584 0.302 0.85 1 20.49 A 0.256 C 0.236 1.46 0.846 0.974 T3 260'-240' 0.936 1.157 2.08 B B 0.8 1 64.586 0.48 0.85 1 53.331 .741 0.13 2.85 1 45.583 0.081 T8 160'-140' 0.424 0.84 6.78 5.729 0.579 0.584 0.424 0.181 2.936 C 0.578 0.67 0.149 2.29 0.39 2.15 2.425 T10 120'-100' 0.70 A 0.582 0.168 2.155 2.8 1 55.69 A 0.85 1 45.85 1 53.85 1 52.882 0.961 T14 40'-20' 0.591 0.85 1 45.729 0.85 1 17.591 0.84 5.137 2.175 2. horn FAX: (262) 252-3134 Section Add Self F e CF RR DF DR AE F w Ctrl.85 1 23.85 1 48.85 1 20.662 0.58 0.85 1 43.507 T13 60'-40' 0.08 B B 0.579 0.36 0.06 A 0.615 0.771 0.062 C 0.729 0.61 0.162 2.331 1.741 0.8 1 52.583 0.78 3.729 0.486 0.578 0.586 0.05 A B 0.084 0.582 0.819 0.539 0.763 0.585 0.08 B B 0.683 0.662 0.217 2.259 T12 80'-60' 0.149 2.204 2.16 A 0.598 0.594 0.583 0.08 B B 0.90 A 0.50 OTM 3051.583 0.85 1 44.226 C 0.162 2.062 1.134 2.85 1 66.8 1 71.493 T11 100'-80' 0.06 A B 0.22 A 0.080 C 0.126 2.585 0.85 1 50.224 T9 140'-120' 0.583 0.540 T7 180'-160' 0.226 1.203 2.169 2.124 2.587 0.55 0.603 0.868 0.32 0.591 0.707 0.96 8. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.309 1.85 1 48.85 1 35.125 2.915 C 0.486 0.56 0.585 0.58 0.8 1 59.90 A 0.003 C 0.61 A 0.53 0.633 C 0.60 0.42 2.47 A 0.175 2.582 0.85 1 66.155 2.683 0.96 8.003 1.85 1 60.152 2.581 0.824 0.776 0.579 0.298 2.582 0.41 0.08 B B 0.84 21.06 A B 0.275 C 0.09 0.158 2.162 2.831 0.370 1.42 A 0.581 0.915 1.583 0.158 2.763 0.08 B B 0.203 2.Service .577 0.583 0.8 1 61.20 0. Job Page ERITower Free-Standing Tower Demo 24 of 80 Project Date C-Concepts.543 C 0.85 1 56.752 0.61 A 0.584 0.581 0.152 2.543 1.37 2.15 2. inc.162 2.8 1 64.628 T5 220'-200' 0.85 1 60.701 0.725 C 0.974 C 0.86 0.85 1 17.594 0.84 6.095 C 0.85 1 63.752 0.85 1 50.07 B B 0. 12612 W.65 3.598 0.8 1 73. Elevation Weight Weight a Face c ft K K e ft2 K klf T1 300'-280' 0.41 0.581 0.37 1.85 1 63.84 5.591 0.774 0.774 0.8 1 71.354 T15 20'-0' 0.07 B B 0.275 1.13 A 0.163 T6 200'-180' 0.754 0.543 T4 240'-220' 0.85 1 48.63 0.136 2.234 2.707 0.44 A 0.163 2.603 0.Wind 90 To Face Section Add Self F e CF RR DF DR AE F w Ctrl.85 1 56. Inc.138 2. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.370 C 0.08 B B 0.168 2.149 2.864 0. Elevation Weight Weight a Face c ft K K e ft2 K klf T12 80'-60' 0.16 77.491 C 0.8 1 73.723 0.587 0.85 1 38.217 2.155 2.47 A 0.77 3.204 2.

00 150 Wind 90 2.55 -1.41 0.16 -312. horn FAX: (262) 252-3134 Section Add Self F e CF RR DF DR AE F w Ctrl.07 1.04 1.62 T4 240'-220' 0 Wind Normal 2.85 536.68 -671.93 60 Wind 60 2.17 -0.14 -2.94 T3 260'-240' 0 Wind Normal 2.00 -1.126 2.00 -2.31 -2.48 1.578 0.00 -2.07 B B 0.752 0.158 2.24 -311.85 1 58. Elevation Weight Weight a Face c ft K K e ft2 K klf C 0.80 -1.93 1.79 300 Wind 60 2.51 310.00 -0.42 21.33 635.79 -1.88 60 Wind 60 2.34 335.22 578.93 240 Wind Normal 2.93 1.85 -537.23 -1.68 2.35 1.96 310.60 210 Wind 90 2.578 0.00 -2.54 0.23 0.31 0.15 2.49 -2.42 150 Wind 90 2.60 1.49 635.97 -529.30 -2.68 -2.27 -619.27 -293.581 0.99 -316.999 C 0.49 621.94 180 Wind 60 2.79 T2 280'-260' 0 Wind Normal 2.63 0.61 -0.31 2.18 -2.85 1 61.00 -1.864 0.51 -309.88 240 Wind Normal 2.98 317.771 0.94 300 Wind 60 2.95 1.33 0.47 -667.54 0.16 77.03 0.581 C 0.12 323.35 0.60 90 Wind 90 2.27 -2.771 0.67 1.83 -1.35 -2.65 1.35 210 Wind 90 2.158 2.581 0.00 -0.85 1 73.98 270 Wind 90 2.882 0.125 2.07 -1.46 0.16 -1.79 120 Wind Normal 2.741 0.664 T13 60'-40' 0.92 -1.98 1.16 -312.14 1.07 -1.00 2.583 0.71 270 Wind 90 2.94 120 Wind Normal 2.38 -1.47 0.44 A 0.07 B B 0.93 -1.96 8.55 1.85 1 69.65 -0.69 0.22 A 0.98 -316.51 0.25 -517.54 -1.95 -0.18 2.04 -550.05 -305.581 1.02 581.33 -560.11 1.65 -538.85 1 69.32 1.87 -0.00 330 Wind 90 2.85 1 54.971 Sum Weight: 11.80 0.71 30 Wind 90 2.44 0. Job Page ERITower Free-Standing Tower Demo 25 of 80 Project Date C-Concepts.16 -1.58 1.14 2.23 1.583 0.00 2.155 2.96 8.752 0.35 0.20 -549.07 1.58 60 Wind 60 2.11 0.04 549. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.20 548.22 -577.49 -633.82 0.69 -1.96 -309.27 2. 12612 W.62 180 Wind 60 2.69 -1.85 1 73.31 120 Wind Normal 2.33 -634.44 -506.14 0.84 90 Wind 90 2.868 0.15 0.58 240 Wind Normal 2.32 540.69 0.83 -1.35 90 Wind 90 2.54 2.14 -1.58 -1.578 0.48 -1.155 2.31 623.95 0.49 0.35 -1.No Ice Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.534 C 0.577 0.75 -633.15 2.65 539.86 0.20 -549.11 0.24 333.909 T15 20'-0' 0.38 317.57 -0.36 .63 60 Wind 60 2.47 -2.43 30 Wind 90 2.534 1.00 -0.12 323.11 611.85 1 75.85 -537.582 0.39 330 Wind 90 2.95 0.582 0.00 -0.999 1.121 2.31 1.18 -2.14 1.14 1.11 -1.35 1.04 -550.82 0. Inc.14 1.27 2.00 150 Wind 90 2.00 -2.20 548.24 333.43 270 Wind 90 2.75 0.741 0.27 620.44 210 Wind 90 2.00 2.96 7. inc.49 0.54 -1.47 2.49 2.124 2.04 549.38 -316.68 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.85 536.08 B B 0.27 -2.79 180 Wind 60 2.99 317.54 1.34 335.25 -0.31 300 Wind 60 2.31 30 Wind 90 2.49 0.33 560.14 -1.86 -298.00 -0.54 -2.50 0.32 -539.20 -1.05 -305.54 1.05 -316.00 330 Wind 90 2.00 -0.50 OTM 3123.35 2.00 -1.85 1 75.54 2.80 1.71 kip-ft Mast Vectors .85 1 63.70 A 0.02 -580.05 317.11 0.23 -647.24 -311.35 -1.97 529. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft T1 300'-280' 0 Wind Normal 2.334 T14 40'-20' 0.14 0.80 -0.18 2.32 1.56 30 Wind 90 2.

71 567.63 -343.55 1.24 -476.70 581.91 2.06 -0.92 T7 180'-160' 0 Wind Normal 3.60 -2.67 -0.01 0.25 30 Wind 90 3.38 -0.42 -270.37 315.38 -2.00 2.95 -620.06 0.00 -0.78 -0.72 120 Wind Normal 3.24 476. horn FAX: (262) 252-3134 Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.08 1.75 -1.24 210 Wind 90 3.99 -431.56 1.20 -1.92 180 Wind 60 2.29 -1.60 -443.53 -1.82 462.00 2.61 -1.22 210 Wind 90 3.04 3.93 497.46 -1.65 240 Wind Normal 3.36 276.27 -293.78 265.84 424.91 -1.00 -0.56 0.68 60 Wind 60 2.47 -0.26 0.60 255.71 2.24 2.86 511.78 265.56 295.56 3.95 2.54 584.14 90 Wind 90 2.13 T5 220'-200' 0 Wind Normal 2.38 -547.18 476.60 0.05 -1.84 2.06 -0.35 120 Wind Normal 2.18 -197.96 1.83 -597.27 1.26 -424.95 0.93 2.77 1.18 0.81 276.87 -255.44 1.00 -3.62 120 Wind Normal 3.64 2.47 309.75 150 Wind 90 3.44 1.50 2.00 -0.56 -534.62 300 Wind 60 2.12 -1.72 300 Wind 60 3.62 274.60 -1.91 0.57 1.95 492.62 274.99 431.80 .36 -0.66 -290.45 2.06 0.50 2.24 -2.00 -3.49 60 Wind 60 2.41 1.97 -1.80 1.35 -284.37 315.67 -0.65 60 Wind 60 3.59 -239.18 2.01 180 Wind 60 2.46 -1.59 -513.30 2.01 -3.23 30 Wind 90 2.36 -276.16 -0.35 300 Wind 60 2.64 -2.84 -426.05 -0.95 -2.18 1.00 -2.44 506.36 -0.66 -0.77 -1.45 -2.60 -443.01 -1.03 536.12 2.60 2.70 1.86 T6 200'-180' 0 Wind Normal 3.60 -1.60 441.10 1.00 -0.77 2.82 -462.34 -1. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft 90 Wind 90 2.37 -1. Job Page ERITower Free-Standing Tower Demo 26 of 80 Project Date C-Concepts.34 -1.91 1.57 -1.52 -2.20 210 Wind 90 2.56 0.43 -245.91 -1.52 -479.18 -2.80 1.59 513.13 180 Wind 60 2.91 0.71 0.07 -0.00 2.61 60 Wind 60 2.12 0.35 -284.08 1.00 -0.40 1.54 -2.38 -1.04 -395.54 -1.77 0.56 0.00 2.52 -479.67 -1.17 1.24 -551.54 -1.86 298.27 30 Wind 90 3.38 2.70 -581.12 -0.01 1.40 502.75 -2.84 0.00 -3.91 1. inc.95 -491.93 0.56 295.35 330 Wind 90 2.13 -1.51 -0.25 -1.04 0.26 270 Wind 90 2.38 1.00 -0.22 -1. Inc.78 552.40 -467.84 424.49 -413.05 0.33 90 Wind 90 3.40 466.06 290.54 0.20 -298.45 -2.47 309.64 -2.49 240 Wind Normal 2.40 90 Wind 90 3.86 180 Wind 60 2.55 -1.34 245.27 3.13 -1.20 298.97 2.64 2.77 -2.67 -0.27 -3.30 -2.25 516.77 0.29 -1.51 -0.14 1.60 -0.75 2.45 2.25 330 Wind 90 2.01 1.67 -1.47 -249.56 60 Wind 60 2.64 -0.39 270 Wind 90 3.00 3.60 1.87 255.11 -0.93 -2.38 2.52 477.43 245.78 150 Wind 90 2.00 -0.07 T9 140'-120' 0 Wind Normal 3.38 -0.70 1.47 270 Wind 90 2.27 0.40 0.56 0.60 -255.03 -536.00 -3.26 0.78 -552.40 502.27 -1.47 -249.27 1. 12612 W.84 -426.06 -290.12 -2.84 -2.38 -2.59 -239.80 -1.00 -1.60 0.12 -593.00 -0.86 -511.05 -0.26 30 Wind 90 3.27 -1.38 1.75 -1.77 300 Wind 60 2.64 330 Wind 90 2.04 90 Wind 90 2.01 T8 160'-140' 0 Wind Normal 3.48 -193.25 -517.13 270 Wind 90 2.47 300 Wind 60 2.47 120 Wind Normal 3.48 150 Wind 90 2.54 0.56 -3.77 -1.26 0.40 -504.24 0.27 1.91 -2.61 240 Wind Normal 3.64 150 Wind 90 3.01 1.91 1.01 3.54 1.95 491.70 1.06 0.71 -2.77 120 Wind Normal 2.95 -492.01 -1.38 547.40 -504.57 330 Wind 90 3.58 1. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.21 210 Wind 90 2.56 240 Wind Normal 3.04 1.84 538.82 -333. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.01 0.00 -0.49 270 Wind 90 3.54 -1.22 30 Wind 90 2.34 -245.66 290.60 441.25 516.07 180 Wind 60 3.66 -1.55 1.30 2.49 413.42 -270.50 -2.83 596.50 -2.63 240 Wind Normal 2.52 477.27 0.05 0.81 -276.28 210 Wind 90 2.27 1.00 -0.77 1.36 150 Wind 90 2.26 90 Wind 90 3.48 330 Wind 90 3.

31 -107.24 180 Wind 60 2.26 -0.15 0.06 -3.93 -141.06 1.06 -0.74 300.62 -0.53 2.40 147.51 -0.15 -3. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.68 1.00 1.85 141.52 2.64 -1.54 90 Wind 90 3. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.51 -0.24 T13 60'-40' 0 Wind Normal 3.47 -2.16 0.08 -0.00 -1.29 -173.32 1.62 0.91 300 Wind 60 3.60 -1.34 1.52 -138.52 -69.04 1.57 2.66 270 Wind 90 3.13 347.20 -267.64 1.04 -1.95 0.22 -0.26 73.47 2.78 1.52 44.91 .82 1.00 -3.24 2.94 -1.00 300 Wind 60 2.46 0.71 123.43 -2.23 180 Wind 60 3. Job Page ERITower Free-Standing Tower Demo 27 of 80 Project Date C-Concepts.95 -1.64 -1.98 1.63 210.48 -193.95 0.08 -0.97 206.94 -0.81 330 Wind 90 3.57 -1.13 -347.67 115.00 120 Wind Normal 3.16 1.48 -1.97 -2.04 0.27 210 Wind 90 2.65 184.23 T12 80'-60' 0 Wind Normal 3.63 -343.63 341.40 -147.02 150 Wind 90 3.15 -1.04 2.31 107.16 179.06 -73.00 1.17 -0.09 1.00 -3.72 60 Wind 60 3.19 T11 100'-80' 0 Wind Normal 3.26 -2.42 -2.72 -246.06 3.97 2.74 270 Wind 90 3.35 2.07 0.22 283.07 2.52 -138.16 -1.24 -2.48 -105.00 -1. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft 120 Wind Normal 3.00 -1.46 -1.15 -1.93 141.15 1.98 300 Wind 60 3.75 240 Wind Normal 3.07 -0.09 0.80 1.72 -246.07 -2.95 120 Wind Normal 3.15 1.58 -0.06 0.82 333.57 -2.00 -1.91 -1.97 384.44 -2.04 -3.82 -1.61 -1.17 -0.31 -214.53 -169.57 2.55 -129.79 -0.05 -2.55 -129.43 -72.29 30 Wind 90 3.65 330 Wind 90 3.95 1.38 -2.58 2.00 3.72 270 Wind 90 3.74 240 Wind Normal 3.24 -163.09 0.97 1.05 2.16 1.40 1.57 -1.98 1.25 2.82 -202.85 0.09 -197.06 0.30 30 Wind 90 3.74 330 Wind 90 3.25 -1.97 0.06 1. inc. Inc.35 0.70 270 Wind 90 2.48 140.00 -1.74 60 Wind 60 2.47 -1.95 -2.54 270 Wind 90 3.80 0.98 120 Wind Normal 3.65 -186.85 2.15 0.57 -2.02 -173.27 210 Wind 90 3.79 330 Wind 90 3.47 -2.60 -1.80 1.85 120 Wind Normal 3. horn FAX: (262) 252-3134 Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.76 1.00 3.30 30 Wind 90 2.62 1.53 -2.78 1.00 2.55 -2.09 0.76 330 Wind 90 2.43 0.29 173.74 300.61 -0.96 292.00 -3.58 2.01 1.02 173.48 -140.00 -1.96 -2.31 30 Wind 90 3.71 -123.90 1.47 2.16 0. 12612 W.04 -92.35 -2.79 -1.00 150 Wind 90 2.63 1.91 120 Wind Normal 3.04 150 Wind 90 3.43 -310.38 -0.97 -2.26 210 Wind 90 3.72 153.80 1.00 2.16 -3.47 -1.62 79.58 -2.44 0.96 -292.00 2.79 -1.08 0.75 240 Wind Normal 3.93 -107.58 -2.52 90 Wind 90 3.88 327.09 -0.05 0.82 1.07 -79.93 107.75 -366.07 0.75 60 Wind 60 2.88 -327.43 -72.75 366.46 1.67 2.18 197.07 336.06 -1.47 237.82 202.42 90 Wind 90 2.50 -1.55 126.68 240 Wind Normal 3.08 0.95 150 Wind 90 3.74 -302.67 115.00 -3.53 -169.74 -302.00 -3.72 187.95 -1.47 0.26 -73.97 0.66 -1.21 180 Wind 60 2.09 197.01 -1.16 -179.12 180 Wind 60 2.44 2.63 210.12 T10 120'-100' 0 Wind Normal 3.15 3.65 184.62 79.33 -41.63 341.95 300 Wind 60 2.47 1.49 -82.50 90 Wind 90 2.48 90 Wind 90 3.19 -2.43 1.23 -41.53 -2.27 210 Wind 90 3.25 -0.95 1.95 2.92 -1.72 243.85 -2.48 -105.65 -186.37 141.32 1.66 -1.76 0.00 -1.52 2.80 1.08 -0.15 -1.52 -0.22 -283.25 210 Wind 90 3.29 30 Wind 90 2.97 1.44 -379.06 -1.04 0.43 -1.04 395.31 214.16 -1.43 2.26 2.47 -237.53 2.31 -1.84 1.04 -1.72 243.06 73.20 267.55 126.81 150 Wind 90 3.00 -1.00 -1.76 2.72 240 Wind Normal 3.24 0.39 -73.95 -1.16 3.70 60 Wind 60 2.80 300 Wind 60 2.00 -1.21 T14 40'-20' 0 Wind Normal 3.19 180 Wind 60 3.90 1.35 -235.75 60 Wind 60 3.72 187.57 -1.05 273.52 -2.72 153.37 -141.

15 -2.86 180 Wind 60 2.43 2.15 1. horn FAX: (262) 252-3134 Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.00 150 Wind 90 2.95 3257.23 180 Wind 60 2.16 -3060.28 -36.85 300 Wind 60 2.76 -1.00 -1.38 2.33 -14.00 -1.91 330 -21.79 330 Wind 90 2.13 0.61 312.24 -13.71 60 Wind 60 2.17 0.84 -1.74 1.00 -0.39 -1.31 3061.67 -2.74 270 Wind 90 2.82 1.No Ice Wind Vx Vz OTMx OTMz Torque Azimuth deg K K kip-ft kip-ft kip-ft 0 0.39 -0.76 1.81 1.31 -1.43 -2.13 615.49 82.86 1.07 1.89 -20.53 270 Wind 90 2. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft T1 300'-280' 0 Wind Normal 2.43 -2.91 1.56 0.00 -1.05 150 Wind 90 2.17 1.11 319.75 60 Wind 60 2.73 1.15 2.85 5287.38 -24.23 Mast Totals .17 -14.67 11.28 36.47 210 Wind 90 2.58 14.28 -36.85 5287.76 -1.13 1.21 0.15 -2.15 2.With Ice Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.68 -1.18 1.39 -73.43 2.21 -1.19 1.96 -310.75 22.10 -0.86 0.15 0.15 180 Wind 60 2.52 69.07 0.32 0.89 -20.73 1.39 70.89 556.39 -1.38 -2.25 1.16 3061.32 1.86 300 Wind 60 2.75 22.18 -1.00 -0.63 24.38 -15.42 -6121.67 330 Wind 90 2.71 240 Wind Normal 2.75 240 Wind Normal 3.58 14.95 3257.38 23.42 6122.00 .67 78.50 -21.31 90 42.15 -33.45 120 39.86 0.98 300 Wind 60 2.00 2.15 1.10 0.72 1.00 2.07 -1.76 -2.17 -27.23 41. 12612 W.56 270 -42.86 -1.53 30 Wind 90 2.15 0.02 180 0.09 -0.96 -532.51 -1.00 -2.48 -26.15 -1.36 30 21.86 1.22 -5179.85 -5316.54 -0.07 1.86 120 Wind Normal 2.76 26.96 535.19 -24.38 2.08 -0.31 -3060. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft 150 Wind 90 2.33 14.72 -1.70 240 Wind Normal 3.93 19.00 23.28 36.21 1.72 -3005.76 0.02 Mast Vectors .18 0.24 41.43 240 -39.91 1.25 210 Wind 90 2.76 2.02 -0. inc.04 -2.86 -2.17 27.07 78.48 23.76 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.52 44.06 -308.86 538.31 30 Wind 90 2.00 5667.27 210 Wind 90 2. Inc.00 -14.15 0.40 210 -21.81 1.44 5967.39 -1.21 -641.68 -621.88 0.86 2.72 -3005.33 -41.43 60 35.48 23.22 5180.98 120 Wind Normal 3.17 -1.56 -22.38 -2.00 -5665.76 -2.61 -310.89 1.85 -5316.52 90 Wind 90 2.17 14.28 0. Job Page ERITower Free-Standing Tower Demo 28 of 80 Project Date C-Concepts.58 28.15 T15 20'-0' 0 Wind Normal 3.19 0.00 -45.11 319.86 538.57 -0.00 2.24 -41. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.48 1.89 -554.90 -6557.84 -1.38 -15.00 -14.47 90 Wind 90 2.45 300 -35.56 0.67 13.86 -1.63 1.52 1.20 150 21.79 -1.13 0.58 -28.24 -11.00 41.48 -26.62 270 Wind 90 2.39 70.41 1.67 0.68 623.00 -1.86 -539.13 -1.06 -308.00 -3.

00 -2.31 -0.35 2.86 T2 280'-260' 0 Wind Normal 2.15 -463.22 -0.26 -1.34 0.42 -1.82 610.62 -545.03 240 Wind Normal 2.26 -1.23 2.10 -2.67 0.99 90 Wind 90 2.72 210 Wind 90 2.26 210 Wind 90 2.63 -257.60 -1.22 1.42 -2.96 -528.93 -1.60 -2.96 1.74 0.67 -0.06 257.30 2.00 2.45 1.23 1.65 2.23 -1.34 2.49 60 Wind 60 2.63 257.03 1.25 470.49 2.36 -1.39 2.42 1.55 0.25 -473.20 2.06 270 Wind 90 2.16 1.16 -297.99 -564.93 -1.78 1.99 1.96 312.35 -2.39 1.74 -297.37 1.13 -490.60 0.13 -1.15 463.77 120 Wind Normal 2.96 527.29 293.49 1.60 1.18 -295.57 2.00 -2.93 436.84 -1. Job Page ERITower Free-Standing Tower Demo 29 of 80 Project Date C-Concepts.74 299.89 1.57 -2.07 -518.39 0.80 30 Wind 90 2.85 512.00 2.04 -1.45 0.85 -512.52 -0.00 330 Wind 90 2. 12612 W.84 -519.19 -2.00 -2.57 -593.39 -2.39 1.23 0.42 0.13 -490.28 1.35 330 Wind 90 2.42 2.22 0.62 -0.35 90 Wind 90 2.76 1.65 502.23 2.00 180 Wind 60 2.26 1.49 -0.01 240 Wind Normal 2.36 -272.00 -1.99 1.00 -2.30 2.32 210 Wind 90 2.11 -301.00 2.00 -1.44 150 Wind 90 2.18 270 Wind 90 2.19 -2.35 -447.73 -481.60 0.00 2.96 1.23 601.71 1.55 533.49 240 Wind Normal 2.71 0.80 0.21 -1.38 300 Wind 60 2.23 -2.00 -2.26 510.60 -0.25 -546.43 240 Wind Normal 2.48 541.17 315.09 -1.28 30 Wind 90 2.20 -1.07 -303.62 1.37 -1.57 -0.25 310.65 180 Wind 60 2.21 -595.00 -1.45 2.77 300 Wind 60 2.45 -1.35 -2.19 2.34 -632.36 272.16 T5 220'-200' 0 Wind Normal 2.35 444.82 2.20 -0. inc.27 -269.00 -1.87 1.00 -1.23 1.62 -0.21 598.13 1.32 120 Wind Normal 2. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.72 306.61 -272.36 1.96 -528.96 527.25 -473.65 -2.95 -1.36 -2.42 472.56 -1.79 -515.28 0.23 1.11 -301.61 272.42 330 Wind 90 2.13 486.60 -1.71 -2.42 -473.49 -0.23 -2.10 0.88 0.19 2.80 270 Wind 90 2.32 300 Wind 60 2.79 514.07 306.13 1.00 120 Wind Normal 2.27 -269.55 -2.21 -279.81 -498.61 240 Wind Normal 2.00 2.04 -1.26 0.26 1.01 60 Wind 60 2.14 -1.03 1.25 470. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft 330 Wind 90 2.94 90 Wind 90 2.00 -1.43 60 Wind 60 2.26 -507.07 -518.72 -303.81 497.37 285.53 210 Wind 90 2.00 150 Wind 90 2.77 150 Wind 90 2.21 -1.49 1.07 -1.61 60 Wind 60 2. horn FAX: (262) 252-3134 Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.23 0.14 1.35 0.03 60 Wind 60 2.95 -1.16 180 Wind 60 2.33 -253.49 -624.96 0.00 300 Wind 60 2.95 .37 1.89 -282.19 0.60 1.39 -1.07 515.35 586.43 300 Wind 60 2.45 1.03 -1.16 1.91 -282.86 -539.28 0.46 150 Wind 90 2.71 -1.07 -1.30 -1.95 180 Wind 60 2.06 -257.34 -2.60 1.34 30 Wind 90 2.06 270 Wind 90 2.48 -538.49 -0.60 1.26 2.26 0.26 210 Wind 90 2.19 0.89 281.23 2.23 -1.25 330 Wind 90 2.03 0.93 -436.35 -447.35 2.35 2.60 2.71 0.15 -1.00 T3 260'-240' 0 Wind Normal 2.10 1.73 -0.39 -1.65 0.82 -0.00 -0.71 1.44 270 Wind 90 2.72 90 Wind 90 2.66 330 Wind 90 2.25 548.35 444.00 -0.74 -2.55 2.30 -2.62 544.29 293.88 -548.73 -0.26 -2.45 -1.82 -608.09 90 Wind 90 2.99 564.13 -1.00 -1.94 -1.45 -2.51 1.25 310.31 0.71 2. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.30 -1.88 2.13 486.00 -1.21 1.89 180 Wind 60 2.44 271.23 -0.36 1.71 -1.71 -1.33 -253.35 -2. Inc.18 -295.44 271.57 -1.45 0.89 T6 200'-180' 0 Wind Normal 2.74 2.43 -0.91 281.49 0.37 285.34 150 Wind 90 2.07 515.62 30 Wind 90 2.57 0.74 -576.39 0.73 480.65 T4 240'-220' 0 Wind Normal 2.16 299.84 522.42 553.51 -0.17 315.88 -2.30 -2.28 30 Wind 90 2.43 120 Wind Normal 2.21 -279.49 -2.09 -1.38 120 Wind Normal 2.42 -1.

05 -0.42 2.32 0.49 330 Wind 90 2.61 1.58 1.35 30 Wind 90 2.52 -1.12 0.41 297.42 409.29 -0.07 -219.82 -1.58 -389.92 1.98 -2.62 -319.73 462.83 0.83 308.64 240 Wind Normal 3.90 -0.98 2.90 -1.77 1.87 1.98 2.33 -160.89 -130.00 -2.24 1.83 -1.29 269.04 0.00 -2.88 -1. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts. Mill Road Example 18:26:48 01/28/03 Menomonee Falls. inc.36 0.80 0.90 0.77 358.40 2.01 2.97 -1.56 137.34 -0.73 -1. 12612 W.40 1.77 1.82 -0.38 -0.11 180 Wind 60 2.27 -0.80 1.25 338.37 30 Wind 90 2.07 218.88 1.39 .44 2.93 -0.98 0.73 -0.26 -184.01 0.73 -2.80 -1.56 169.65 330 Wind 90 2.27 -0.45 -2.20 0.66 -0.41 -368.94 150 Wind 90 2.45 -220.34 1.49 -2.54 129.00 -1.37 -1.08 -0.98 1.50 -237.98 -1.79 1.89 129.83 0.44 -2.41 -298.08 -1.49 2.45 -1.51 193.90 0.44 -184.29 0.64 60 Wind 60 2.83 1.57 240 Wind Normal 3.81 0.00 -475.40 2.47 -1.32 -0.59 120 Wind Normal 2.34 0.82 -259.32 210 Wind 90 2.44 1.16 T10 120'-100' 0 Wind Normal 3.88 0.40 -1.44 0.08 -1.40 0.49 251.50 221.54 -130.88 2.83 2.24 -0.45 -1.77 2.81 -2.40 -243.32 1.90 -2.12 -2.77 0.08 -0.91 433.13 1.62 319.71 1.59 300 Wind 60 2.16 180 Wind 60 2. Job Page ERITower Free-Standing Tower Demo 30 of 80 Project Date C-Concepts.18 -1.16 -438.70 1.28 180 Wind 60 2.74 150 Wind 90 2.80 1.00 2.91 -2.49 2.58 -389.45 2.81 330 Wind 90 2.88 -1.57 60 Wind 60 2.11 T9 140'-120' 0 Wind Normal 3.13 0.71 1.73 2.12 415.00 -2.34 210 Wind 90 2.00 -2.45 -220.00 -2.90 -1.94 300 Wind 60 2. horn FAX: (262) 252-3134 Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.14 -223.69 300 Wind 60 2.52 -279.20 -447.41 367.38 402.00 -3.27 0.99 1.00 2.20 446.00 -3.80 -1.90 1.88 -2.43 -1.04 -215.50 -227.29 210 Wind 90 2.52 274.42 -158.80 -2.83 0.40 -2.98 -508.42 -158.56 169.98 1.37 -1.77 -2.31 -0.27 -377.45 270 Wind 90 2.05 180 Wind 60 2.24 0.39 30 Wind 90 2.00 -2.42 -2.38 -1.00 -3.50 237.12 2.00 -3.62 150 Wind 90 2.88 1.16 438.82 -1.00 2.83 -1.70 -0.45 -321.33 90 Wind 90 2.12 -283.67 -0.40 -2.20 1.13 -346.58 330 Wind 90 2.35 210 Wind 90 2.34 0.51 193.40 -1.28 T12 80'-60' 0 Wind Normal 3.56 270 Wind 90 2.40 270 Wind 90 2.80 0.13 -2.51 -1.00 474.95 -1.00 -2.69 120 Wind Normal 3.81 249.27 -1.20 90 Wind 90 2.45 -321.88 1. Inc.98 -1.66 240 Wind Normal 3.81 2.98 0.60 1.40 242.33 159.00 -2.91 2.31 30 Wind 90 2.30 210 Wind 90 2.60 240 Wind Normal 3.36 1.20 2.09 159.27 90 Wind 90 2.50 221.14 223.98 -2.13 2.52 274.58 1.90 1.76 120 Wind Normal 3.37 -234.05 T8 160'-140' 0 Wind Normal 3.82 259.44 183.01 -393.00 -2.60 60 Wind 60 2.00 -3.44 1.75 -1.45 2.12 -416.00 2.83 2.54 223.64 311.80 2.83 -2.40 -129.00 -2.50 -227.27 377.44 2.42 2.70 1.98 1.42 -413.40 -1.72 -0.90 -1.61 1.76 300 Wind 60 2.58 385.52 -279.88 0.54 240 Wind Normal 2.42 -2.09 -160.84 -0. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft T7 180'-160' 0 Wind Normal 2.31 1.39 -182.64 1.33 30 Wind 90 2.26 183.29 -269.91 0.20 -2.01 -2.39 -182.51 237.41 90 Wind 90 2.88 120 Wind Normal 3.90 2.45 316.53 1.42 -413.42 409.56 137.78 -0.83 -1.60 238.24 T11 100'-80' 0 Wind Normal 3.75 330 Wind 90 2.54 -223.64 -312.83 1.60 238.01 150 Wind 90 2.51 -237.94 120 Wind Normal 3.45 -2.58 385.98 0.66 60 Wind 60 2.00 2.40 -129.37 -234.00 -2.79 150 Wind 90 2.27 1.45 316.31 270 Wind 90 2.24 180 Wind 60 2.38 -402.46 90 Wind 90 2.53 -1.88 300 Wind 60 2.44 -2.49 251.52 -1.20 -482.21 -2.37 0.46 -1.25 -339.43 -1.83 -2.79 0.49 -2.54 60 Wind 60 2.73 0.62 270 Wind 90 2.

14 -13.51 -2.17 61.23 21.61 -1.60 1.69 -1.73 -2.74 -2.73 0.85 -13.83 330 Wind 90 2. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft 30 Wind 90 2.84 0.65 60 Wind 60 2.84 -1.00 2.80 1.81 1.51 -1.52 -2.21 180 Wind 60 2.60 1.26 -16.22 -39.03 -196.44 74. 12612 W.97 300 Wind 60 2.00 -33.43 0.20 0.17 -68.24 134.70 -1.62 240 Wind Normal 2.69 0.31 -68.92 300 Wind 60 2.25 -26.60 -2.85 12.00 -3.47 -0.69 -1.80 -1.44 -75. Inc.47 -165.25 2.00 -98.83 330 Wind 90 2.47 90 Wind 90 2.34 2.61 2.04 -0.61 127.35 1.36 -98.43 167.27 T14 40'-20' 0 Wind Normal 2.69 2.54 0.52 0.42 -0.39 -0.00 2.80 1.37 90 Wind 90 2.00 2.33 113.43 -173.79 330 Wind 90 2.27 180 Wind 60 2.26 0.30 -184.00 -2.06 150 Wind 90 2.18 -1.00 -3.62 -1.24 -134.51 1.37 30 Wind 90 2.06 -98.33 210 Wind 90 2.63 1.55 24.17 61.31 -68.80 -2.22 -39.67 -67.30 180 Wind 60 2.25 18.52 2.52 103.00 -3.40 2.26 -16.46 1.37 1.00 -3.84 -32.92 -2.46 1.25 -5017.80 0.69 1.86 -0.20 -67.66 270 Wind 90 2.21 T15 20'-0' 0 Wind Normal 2.43 2.25 2.65 240 Wind Normal 2.88 -127.03 -2.69 -2.63 1.35 210 Wind 90 2.61 -2.80 0.68 -1.00 -42.96 1.37 -0.00 2.30 Mast Totals .49 -1.00 -3.83 300 Wind 60 2.26 -1.94 1.11 -1.04 -1.77 -34.43 -1.42 -1.39 30 Wind 90 2.52 21.23 -22.40 -2.06 97.04 -0.50 -0.30 -2.37 1.75 30 19.30 T13 60'-40' 0 Wind Normal 2.29 -0.14 1.40 2.66 -1.67 240 Wind Normal 3.42 10.42 0.20 1.43 167.04 -2.50 -113.55 0.42 10.53 1.90 60 33.37 37. inc.88 126.18 -1.84 2.01 150 Wind 90 2.35 210 Wind 90 2.80 1.64 1.20 66.25 -26.60 -1.83 0.52 -5755.97 120 Wind Normal 3.12 -0.00 -3.30 2.61 -38.62 60 Wind 60 2.67 60 Wind 60 2.53 1.65 -4889.72 -38.40 -2.73 187.25 -2.70 -21.93 62.67 60 Wind 60 2.26 -1.92 150 Wind 90 2.04 -2.43 -2.92 120 Wind Normal 2.40 30 Wind 90 2.72 37.67 66.44 90 Wind 90 2.53 -1. Job Page ERITower Free-Standing Tower Demo 31 of 80 Project Date C-Concepts.60 -1.60 0.36 -1.24 -1.30 .39 0.53 1.00 -2.67 240 Wind Normal 2.84 -2.45 -12.25 -2.30 183.34 -2.43 69.51 0.51 0.61 0.11 -1.83 1. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.97 120 Wind Normal 2.59 -71.80 0.93 -63.30 2.14 12.65 1.30 -2.01 90 39.54 1.61 -2877.03 195.70 330 Wind 90 2.21 -6115.51 2.00 -3.43 -0.80 2.74 -85.82 1.55 270 Wind 90 2.74 0.34 -2.69 0.60 2.52 103.50 112.80 -1.78 1.53 -0.06 1.59 70.62 -0.51 1.44 0.00 97.36 -1.53 -0.43 -173.47 164.46 69.65 25.30 180 Wind 60 2.33 113.92 0. horn FAX: (262) 252-3134 Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.17 -68.61 37.33 -119.52 -0.51 -1.00 -3.60 0.33 -2856.35 210 Wind 90 2.54 -2.55 -25.43 -1.00 -2.65 270 Wind 90 2.04 2.25 18.02 -24.46 69.65 -26.25 1.74 2. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.With Ice Wind Vx Vz OTMx OTMz Torque Azimuth deg K K kip-ft kip-ft kip-ft 0 0.36 -98.48 90 Wind 90 2.69 1.92 -149.62 270 Wind 90 2.34 2.44 -0.92 2.73 2.04 150 Wind 90 2.97 300 Wind 60 2.83 120 Wind Normal 2.37 37.33 -119.48 -19.

28 0.00 1.00 330 Wind 90 1.10 3007.90 120 Wind Normal 1.65 1.32 0.29 0.00 38.37 0.58 -0.66 -1.14 0.94 -0.48 -0.32 -0.52 5755.81 90 Wind 90 1.20 0.11 0.29 -0.60 1.25 275.11 330 -19.26 24.09 1.48 180 Wind 60 1.81 60 Wind 60 1.18 318.02 -0. inc.41 180 0.81 210 Wind 90 1.45 -11.55 0.85 -161.59 -159.21 0.83 -304.22 150 Wind 90 1.48 300 Wind 60 1.Service Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.50 -279.30 300 -33.18 1.04 -280.06 22.62 -152.04 1.70 160.96 240 Wind Normal 1.37 158.51 -0.89 270 -39.55 0.49 -323.09 0.58 180 Wind 60 1.60 1.99 0.00 150 Wind 90 1.12 -0.29 0.48 120 Wind Normal 1.29 0.00 1.75 0.26 -340.04 -280.18 -1.26 1.32 180 Wind 60 1. Inc.01 0.00 -1.11 -0.15 262.68 170.27 -0.19 0.55 -0.18 0.66 -0.66 1.96 -152.35 5267.48 -19.08 0.19 0.29 -1.63 169.32 0.00 -1.00 -0.69 210 Wind 90 1.08 -0.41 -0.32 T4 240'-220' 0 Wind Normal 1.77 -34.68 297.77 34.55 21.77 34.84 162.45 0.77 -0.12 -280.40 1.10 3007.27 1.95 273.85 0.09 0.60 -1.93 -0.33 324.57 164.40 120 Wind Normal 1.40 300 Wind 60 1.12 279.37 -157.04 280.20 0.50 0.30 0.31 0.20 0.51 -275.15 262.83 286.00 -0.00 -0.09 -1.40 180 Wind 60 1.40 T2 280'-260' 0 Wind Normal 1.69 0.12 0.49 -0.00 -1.95 -274.30 297.64 -159.32 .01 270 Wind 90 1.59 -159.41 -0.87 30 Wind 90 1.82 -22.02 -0.37 -1.55 0.58 -2877.51 0.35 0.09 -0.65 4889.27 0.16 30 Wind 90 1.35 -5266.73 -0.29 1.54 -156.29 0.31 -0.67 300 Wind 60 1.82 -157.71 -0.12 279.25 4950.14 150 19.52 0.69 11.33 -2856.02 -0.99 0.09 -0.58 2877.93 -0.32 60 Wind 60 1.00 -0.73 0.37 -342.65 -150.27 317.12 -0.20 330 Wind 90 1.79 30 Wind 90 1.32 0.85 162.32 1.51 276.20 -1.90 210 -19.27 -316.09 0.74 210 Wind 90 1.69 12.20 -0.29 -0.18 0.12 -280.08 0.14 -330.41 0.73 270 Wind 90 1.69 90 Wind 90 1.68 -0.27 0.66 5612.00 1.65 1.84 -161.60 -1.49 324.40 0. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft T1 300'-280' 0 Wind Normal 1.94 90 Wind 90 1.54 -0.80 -161. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.54 -156.81 240 Wind Normal 1.55 21.41 -0.99 60 Wind 60 1.80 162.19 0.87 270 Wind 90 1.55 -0.41 Mast Vectors .25 -5017.25 -274.16 -0.43 0.15 -264.24 -269.65 -1.66 1.93 20.30 1.98 0.68 -295.08 311.09 0.77 0.00 -0.00 330 Wind 90 1.85 295.10 -0.65 0.27 -1.99 240 Wind Normal 1.96 152.20 -0.63 169. 12612 W.00 150 Wind 90 1.00 -1.26 -1.00 -0.73 30 Wind 90 1.00 -0.95 -274.04 280.00 -33.13 -161.20 0.68 170.20 1.65 -1.10 -0. horn FAX: (262) 252-3134 Wind Vx Vz OTMx OTMz Torque Azimuth deg K K kip-ft kip-ft kip-ft 120 36.82 158.35 -0.48 T3 260'-240' 0 Wind Normal 1.37 1.33 -323.58 0.40 -323.14 0.55 0.14 -0.95 273. Job Page ERITower Free-Standing Tower Demo 32 of 80 Project Date C-Concepts.61 2877.02 0.26 0.14 210 Wind 90 1.69 90 Wind 90 1.57 164. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.13 162.83 -285.96 60 Wind 60 1.09 0.34 0.09 0.55 -0.12 -258.48 0.25 4950.62 0.85 -294.00 1.67 120 Wind Normal 1.91 150 Wind 90 1.27 316.41 -0.24 270.75 -0.90 240 -36.49 0.64 -159.

77 -1.21 0.91 135.97 -220.65 -150.95 140.47 -0.22 0.43 0.16 -235.38 1.78 281.05 -0.34 173.11 210 Wind 90 1.34 -238.51 T8 160'-140' 0 Wind Normal 1.12 30 Wind 90 1.45 -0.83 304.51 195.92 150 Wind 90 1.30 0.00 -0.29 243.24 -0.53 -1.64 330 Wind 90 1.35 -0.28 240 Wind Normal 1.00 -0.97 220.75 270 Wind 90 1.66 0.65 0.53 -0.73 -251.60 -0.49 -243.33 240 Wind Normal 1.92 120 Wind Normal 1.00 -1.67 -0.69 120 Wind Normal 1.65 0.58 -0.65 -281.08 125.81 -122.53 0.47 T7 180'-160' 0 Wind Normal 1.71 -1.66 -210.84 1.29 -244.51 0.45 -217.83 120 Wind Normal 1.43 261.86 260.67 0.25 60 Wind 60 1.79 .53 0.67 -0.70 160.51 1.05 -0.53 1.47 -0.75 120 Wind Normal 1.66 210.84 -1.33 -0.30 -1.80 150.63 -0.71 1.22 0.13 30 Wind 90 1.55 0.64 270 Wind 90 1.81 -122.84 330 Wind 90 1.53 0.50 0.12 210 Wind 90 1.48 0.67 -0.95 250.68 90 Wind 90 1.52 100.00 -0.85 -0.32 273.69 0.22 -257.58 90 Wind 90 1.00 1.16 -0.35 240 Wind Normal 1. Job Page ERITower Free-Standing Tower Demo 33 of 80 Project Date C-Concepts.72 -138.65 1.16 -0.25 0.41 0.81 -273.88 120 Wind Normal 1.11 30 Wind 90 1.47 180 Wind 60 1.25 0.55 1.75 157.15 -264.76 270 Wind 90 1.55 T9 140'-120' 0 Wind Normal 1.00 -0.69 -145.45 1.75 157.75 -130.59 0.95 -250.29 243.25 -0.29 -0.84 1.41 -0.40 -141.76 -99.00 1.48 0.91 135.04 -201.95 -141.33 225.38 0.25 240 Wind Normal 1.84 -1.00 -1.02 130.60 -100.00 -0.71 270 Wind 90 1. Inc.72 -138.00 -0.72 90 Wind 90 1.45 -1.43 0.38 289.13 210 Wind 90 1.33 60 Wind 60 1.22 256.76 330 Wind 90 1.44 0.51 180 Wind 60 1.02 -0.00 -0.67 1.55 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.74 -1.19 0.38 -1.09 0.48 -0.41 1.74 1.32 -273.48 -1.71 -1.53 -0.77 -0.23 -0.99 125.33 -226. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft 240 Wind Normal 1.52 -148.86 -260.00 1.33 0.00 -1.05 0.02 -0.11 -148.01 -187.32 0.85 -0.69 -145.00 -1.45 0.06 0.74 0.06 0.66 -1.33 225.51 -1.90 300 Wind 60 1.81 1.40 -1.41 0.83 107.22 -257.29 -244.31 -0.20 -0.78 1.38 0.05 0.49 0.75 130.00 -1.33 -0.57 180 Wind 60 1.52 -100.44 0.38 0.00 1.70 296.64 90 Wind 90 1.66 1.67 0.34 -0.31 -0.77 -1.45 274.88 300 Wind 60 1.31 60 Wind 60 1.66 -217.48 0.83 150 Wind 90 1.08 -125.43 -261.00 -1.41 -0.36 -0.69 150 Wind 90 1.47 0.83 139.10 210 Wind 90 1.75 -127.06 -0.85 0.34 238.22 256.72 0.49 243.41 -0.58 T5 220'-200' 0 Wind Normal 1.41 0.78 0.62 1.40 140.81 -1.83 300 Wind 60 1.06 0.93 0.67 -1.48 0.66 -1.78 -1.90 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.85 -0.32 -1.01 187.62 0.25 -0.65 -1.28 60 Wind 60 1.69 330 Wind 90 1.35 60 Wind 60 1.50 253.45 216.50 279.06 -0.53 90 Wind 90 1. 12612 W.44 T6 200'-180' 0 Wind Normal 1. inc.10 0.41 -0.55 180 Wind 60 1.52 148.59 1.45 216.36 -0.42 -0.48 -0.06 -0.74 1.20 -0.51 -316.40 -170.80 150.30 0.32 -0.16 235.00 -0.81 0.34 -0.62 -1.83 107.18 -0.75 -127.45 -217.13 0.33 -226.36 0.57 0.59 -303.19 -0.53 0.78 -282.69 300 Wind 60 1.67 -0.74 -1.00 1.77 1.11 210 Wind 90 1.20 -0.29 -0.36 0.78 1.89 150 Wind 90 1.93 0.50 -1.89 -0.41 -1.81 -0.48 1.41 0.06 0.75 300 Wind 60 1.14 30 Wind 90 1.62 242.57 0.13 30 Wind 90 1.67 0.02 -130.22 0.12 -0.51 0.99 -125.12 258.75 -0.31 240 Wind Normal 1.11 148.83 139.50 1.62 152.55 0.55 -0.00 -0.58 270 Wind 90 1.34 -175.67 0. horn FAX: (262) 252-3134 Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.00 -0.70 -296.51 1.73 251.75 150 Wind 90 1.55 0.59 -1.71 1.44 180 Wind 60 1.49 0.77 1.34 173.95 -0.80 330 Wind 90 1.

62 180 Wind 60 1.75 1.79 -88.76 90 Wind 90 1.13 210 Wind 90 1.36 1.00 1.52 0.61 -1.61 -0.57 136.30 -91.40 170.61 0.27 149.30 63.52 0.56 -1.09 -0.63 180 Wind 60 1.39 -126.07 -0.48 0.99 120 Wind Normal 1.98 120 Wind Normal 1.09 0.80 -0.38 240 Wind Normal 1.41 0.01 120 Wind Normal 1.52 0.64 0.83 39.88 77.78 1.78 90 Wind 90 1.50 -0.30 166.22 144.70 1.00 -1.96 0.78 90 Wind 90 1.40 152.04 201.22 -0.81 -1.54 -37.43 0.00 -1.54 37.73 37.43 0.76 -0.34 0.52 0.16 30 Wind 90 1.55 0.13 210 Wind 90 1.68 -21.50 0.15 30 Wind 90 1.17 0.71 -1.36 -0.57 -1.60 0.09 0.02 54.07 0.94 .00 -1.88 95.75 1.90 330 Wind 90 1.55 -0.31 -109.14 210 Wind 90 1.30 72.57 -1.00 -1.71 0.52 0.65 -0.35 1.39 0.73 -37.00 -1.78 -1.41 0.03 150 Wind 90 1.37 240 Wind Normal 1.99 300 Wind 60 1.79 -63.52 88.29 -0.69 -0.78 1.00 -1.77 21.57 -136.45 -103.76 -99.11 21.56 0.51 -1.55 -1.98 -0.22 -144.51 104.01 -0.00 -1.49 -42.94 120 Wind Normal 1.36 -0.14 210 Wind 90 1.38 60 Wind 60 1.76 -54.27 1.49 -0.35 -96.57 T10 120'-100' 0 Wind Normal 1.62 T14 40'-20' 0 Wind Normal 1.09 -21.00 -1.85 58.41 1.15 30 Wind 90 1.39 54.30 -0.30 91.36 -0.00 1.41 -1.50 -1.60 0.14 0.83 270 Wind 90 1.36 39.79 88.81 1.75 0.60 -0.56 -1.55 -47.78 -1.21 0.57 0.22 35.14 -0.64 0.75 -1.80 -1.36 240 Wind Normal 1.30 -167.52 -88.50 0.51 1.26 -0.47 -0.56 -0.76 -0.38 240 Wind Normal 1.89 270 Wind 90 1.79 62.34 0.50 0.12 0.56 -0.14 0.88 95.50 -0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.29 0.55 0.65 1.41 0.60 0.26 -0.81 1.10 -0.41 0.35 93.11 -21.40 -75.35 -0.57 1.31 109.72 0.61 180 Wind 60 1.36 60 Wind 60 1.70 1.55 -1.60 1.99 150 Wind 90 1.22 35.78 -1.13 -177.02 150 Wind 90 1.50 0.37 60 Wind 60 1.49 42.00 -1.61 0.61 -0.75 90 Wind 90 1.00 -1.51 0.78 -0.69 0.13 177.84 330 Wind 90 1.63 T13 60'-40' 0 Wind Normal 1.75 0.02 -54. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.31 -0.92 330 Wind 90 1.61 T11 100'-80' 0 Wind Normal 1.60 0.73 90 Wind 90 1.93 0.00 1.63 T12 80'-60' 0 Wind Normal 1.75 -194.60 0.56 138.56 1.75 -1.30 -66.71 1.77 21.36 -0.38 240 Wind Normal 1.87 71.61 0.65 0.00 -1.39 -54.78 -0.97 150 Wind 90 1.35 -0.17 0.16 30 Wind 90 1.75 -158.65 -83.84 270 Wind 90 1.45 103.24 121.92 300 Wind 60 1.36 -0.55 1.08 -0.39 123.85 58.70 -1.59 180 Wind 60 1.60 -1.44 -1.82 -0. Job Page ERITower Free-Standing Tower Demo 34 of 80 Project Date C-Concepts.46 71.69 -0.30 63.85 -0.31 -0.31 -0.87 -71.36 -0.30 -72.04 150 Wind 90 1. 12612 W.80 1.83 39.18 -0.00 -1.15 30 Wind 90 1. horn FAX: (262) 252-3134 Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.00 1.27 -149.73 -37.04 0.57 171.35 -0.00 -1.40 -154.94 -0.78 -71. inc.98 300 Wind 60 1.92 -35.08 0.12 0.00 -1.02 120 Wind Normal 1.26 -0.39 123. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft 270 Wind 90 1.30 -66.46 -1.00 -1.84 -0.46 1.40 -154.50 -1.92 330 Wind 90 1.54 -1.78 -71.08 -0.85 72. Inc.76 -54.36 0.56 0.60 100.63 180 Wind 60 1.75 40.78 -87.56 1.73 -37.41 -0.71 -120.48 0.35 -96.65 -1.43 0.40 75.35 93.80 -1.78 -87.38 60 Wind 60 1.39 -126.00 -1.60 0.51 -1.50 1.08 0.24 -121.22 -38.81 -1.56 0.88 270 Wind 90 1.22 -0.10 -0.02 300 Wind 60 1.40 152.87 270 Wind 90 1.59 -1.75 1.00 1.50 0.29 -0.61 0.09 -0.89 330 Wind 90 1.46 0.85 -72.34 -175.61 1.52 0.01 300 Wind 60 1.39 0.75 -40.80 1.75 -1.56 0.60 -0.38 60 Wind 60 1.75 -1.35 0.56 0.75 1.88 77.14 210 Wind 90 1.

99 -5.68 -1.22 -0.61 1.41 1.62 0.69 10.41 0.87 90 21.41 -0.39 -0.65 -0.85 240 -20.63 Mast Totals .31 -10.45 13.16 30 Wind 90 1.61 0.80 6.70 -8.58 -14.86 18.80 6.67 2891.48 1.43 6.00 1.39 -1560.99 12.39 0.41 12. 232' 1.62 12. 232' 1.62 Discrete Appurtenance Pressures .0000 0.42 -3352.62 180 0.60 3.46 -0.54 1562.80 2690.31 -10. -3'10.71 210 -10.00 -1.05 -7.01 300 Wind 60 1. 232' 1.771 22 14.12 6'4-5/16'' -3'8-1/32'' 244' 1.72 0.33 150 10.12 -6'4-5/16'' -3'8-1/32'' 244' 1.38 60 Wind 60 1.19 0.771 22 14.10 0.27 29/32'' 3/16'' FR70-12-L2 180.46 0.34 2643.69 30 10.80 -2719.0000 0.12 0' 7'4-3/16'' 244' 1.01 120 Wind Normal 1.28 11.26 -14. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.78 90 Wind 90 1.86 -18.No Ice GH = 1.26 11.09 21.19 0.46 0.05 7.60 3. inc.99 12.14 12.10 0.0000 0.46 1.00 3.08 0' 0' 307'6'' 1.41 0.73 1.73 -1.62 -12.43 5.71 0.14 210 Wind 90 1. 12612 W.00 68000/68010 w/Pipe 300.99 Mount 68000/68010 w/Pipe 180.89 270 Wind 90 1.71 1654.68 12.80 -2719.42 3124.72 -0.39 0.58 14.0000 0.71 0.04 0.70 -1.0000 0.02 -6'7.46 -0.22 -38. Job Page ERITower Free-Standing Tower Demo 35 of 80 Project Date C-Concepts.14 3037.746 22 5.771 22 15.27 13/32'' .71 1654.54 -1560.24 -11.00 -1.02 0' 7'8.39 -0.86 -18.25 -10.10 -0.57 -1540.46 -1.39 1562.02 270 -21.68 -21.26 11.45 -14.27 29/32'' 3/16'' FR70-12-L2 60. horn FAX: (262) 252-3134 Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.26 -14.36 -1.61 -17.00 Frame Sector Mount FR70-12-L2 300.00 21.42 -3122.61 -1.29 -0.746 22 5. 0.57 -1540.22 -0.86 18.04 150 Wind 90 1.80 2690.771 22 14.82 0.92 35.60 3.46 0.70 -8.00 -23.00 -1. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.63 180 Wind 60 1.46 0.85 330 Wind 90 1.48 120 20.28 0.91 330 Wind 90 1.99 Mount 68000/68010 w/Pipe 60.21 7.00 -14.99 -6.0000 0. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft 300 Wind 60 1.41 -1.73 -1.02 6'7.38 240 Wind Normal 1.67 -2890.59 T15 20'-0' 0 Wind Normal 1.Service Wind Vx Vz OTMx OTMz Torque Azimuth deg K K kip-ft kip-ft kip-ft 0 0.00 -14.34 -2642.50 0' 0' 244' 1.50 -0.00 15. Inc.088 Description Aiming Weight Offsetx Offsetz z Kz qz CAAC CAAC Azimuth Front Side deg K ft ft ft psf ft2 ft2 Lightning Rod 2''x15' 0.28 11.892 24 3.18 -0.746 22 5.73 1.99 12.85 60 18. -3'10.71 -12.16 330 -10.21 -7.99 Mount PiROD 15' Universal T.48 300 -18.02 -1.0000 0.0000 0.

07 -0.16 0.01 -5.00 0.01 5.55 -2.00 0.00 -0.91 20.471 18 15.04 -0.29 -71.00 0.27 -0.08 0.07 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.00 30 0.27 0.From Face A Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.04 11.27 0.00 0.63 11.0000 0.31 -0.91 1.00 330 0.91 39.None A Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.07 0.07 20.35 0.35 -0.08 0.87 2.-2'11-5/8'' 300' 1.02 -5.31 240 0.00 -23.19 -0.00 120 0.16 0.00 240 0.00 150 0.08 0.31 60 0.00 0.82 0.16 -0.80 -70.07 -0.64 77.00 210 0.08 0.04 0.54 86.29 71.91 0.02 -0.00 -0.94 11.63 0.70 -1. 0.31 0.08 0.31 0.00 15.91 20.13 -4.00 23.0000 0.63 0.00 0.08 0.22 1.04 11.00 -0.08 0.39 1. 300' 1.22 2.00 270 0.15 68000/68010 w/Pipe Mount .00 -0.00 68000/68010 w/Pipe Mount .00 0.00 270 0.07 -20.31 0.63 11.18 43.00 60 0.08 0.00 0.36 0.27 -0.04 -11.82 0.63 -11.31 0. 0.18 0.91 -1.50 0' 0' 300' 1.94 5/32'' PiROD 15' Universal T.18 -44.00 15.02 4.04 5'1.18 0.Elevation 244 .90 -47.07 -20.63 0.08 0.00 0.31 0.04 -11.14 34.00 Frame Sector Mount ALP 8010 300.27 -66.00 0.04 -5'1.94 11/16'' ALP 8010 180.00 0.29 0.16 0.33 -80.19 0.00 150 0.63 0.27 65.Elevation 307.04 0.91 0.14 -35.04 -0.36 0. 12612 W.879 24 11.08 0.94 11.31 -0.00 0.91 0.16 -0.00 30 0.0000 0.18 0.Elevation 244 .00 0.33 0.90 47.11 Weight: Discrete Appurtenance Vectors .From Face B Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.87 -2.08 0.91 -20.18 0.91 0.0000 0.07 2.70 -2.08 0.91 -20.08 -23.02 -0.08 23.31 0.879 24 11.18 0.02 -46.82 0.00 -0.00 210 0.15 180 0.-2'11-5/8'' 300' 1.63 -11.94 11/16'' ALP 8010 60.16 0.00 90 0.92 72.76 -75.29 -0.82 0.0000 0.19 -0.27 0.16 -0.00 Frame Sector Mount Sum 2.00 0.00 -0. horn FAX: (262) 252-3134 Description Aiming Weight Offsetx Offsetz z Kz qz CAAC CAAC Azimuth Front Side deg K ft ft ft psf ft2 ft2 PiROD 15' Universal T.80 0.00 330 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.50 0' 0' 127'6'' 1.879 24 15.5 .66 -84.15 120 0.02 0.31 0.29 -71.No Ice Lightning Rod 2''x15' .94 11.00 -0.07 20.00 300 0.08 0.00 0.00 180 0.00 30 0.33 79.879 24 11. inc.00 90 0.80 -37. Inc.04 0' 5'11.34 2.33 -80. Job Page ERITower Free-Standing Tower Demo 36 of 80 Project Date C-Concepts.08 0.15 300 0.15 .

00 330 0.52 90 0.64 -77.00 210 0.00 0.00 0.30 120 0.59 -0.18 -43.18 -0.04 -0.00 30 0.31 0.35 -0.31 0.27 -0.03 -5.22 0.From Face B Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 60 0.31 0.31 76.36 2.14 34.18 44.13 0.31 0.88 76.27 0.31 120 0.00 -0.15 120 0.29 0.18 -44.00 330 0.18 0.27 0.00 0. Inc.00 88.31 -75.00 0.36 0.02 -0.00 0.22 -76.31 -0.35 0.31 300 0.00 150 0.00 -0.31 0.02 46.00 -88.40 -26.00 240 0.00 0.88 -21.31 -1.36 2.31 77.36 89.02 5.31 76.27 -0.67 0.18 0.44 -38.27 0.00 300 0.31 0.18 43.02 -5.60 0.18 0. Job Page ERITower Free-Standing Tower Demo 37 of 80 Project Date C-Concepts.27 65.02 4.60 0.18 0.16 0.08 0.00 0.27 -0.00 0.15 240 0.27 0. inc.07 0.Elevation 232 .36 0.09 66.31 0.32 66.31 68000/68010 w/Pipe Mount .00 .36 0.16 -0.00 90 0.None C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.04 0.00 0.36 0.16 0.22 0.36 0.60 60 0.22 0.31 -75.76 75.31 1.31 -0.88 -76.22 -1.36 0.16 -0.16 -0.00 0.60 -44.34 -2.09 -21.31 0.13 4.36 -2.00 0.36 0.00 150 0.07 -0.31 77.29 -0.22 -76.36 0.00 210 0.00 0.22 76.60 0.00 0.45 0.16 -0.09 -66.36 0.07 0.16 -0.36 0.52 0.12 0.36 0.91 -39.80 0.31 -76.62 2.31 0.22 76.36 0.72 -0.60 0.00 0.18 -43.16 0.07 0.From Face C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.29 71.62 -2.22 -2.Elevation 244 .36 0.33 0.36 0.00 270 0.Elevation 244 .16 0.31 -0.32 -66.12 0.07 -15.00 0.51 -27.55 2.12 0.27 -0.16 -0.27 -0.07 15.00 0.18 -44.00 0.54 -86.68 -38.27 0.00 270 0.00 -0.07 -2.36 -2.36 0.15 300 0.18 45.36 0.31 -76.00 90 0.00 0.18 44.00 0.16 -0.16 0.00 0.18 0.71 -8.60 44.14 -35.00 90 0.45 0.00 0.00 -0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.18 0.36 -87.08 -0.15 60 0.68 38.31 0.00 -0.18 -0.31 -0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.00 270 0.31 0.29 0.39 -1.27 -66.66 84.31 0.00 120 0.35 5.00 330 0.27 -0.36 -88. horn FAX: (262) 252-3134 68000/68010 w/Pipe Mount .80 37.60 -44.00 180 0.00 150 0.00 0.70 2. 12612 W.19 0.02 0.00 30 0.31 0.18 0.44 38.00 0.18 0.36 0.00 -0.36 0.80 70.00 FR70-12-L2 .18 45.31 0.36 88.45 0.From Face A Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.18 -44.00 210 0.33 79.70 1.16 0.31 1.09 -0.22 0.92 -72.00 0.52 30 0.15 180 0.00 60 0.89 -0.00 0.45 0.15 PiROD 15' Universal T-Frame Sector Mount .60 44.31 -1.00 0.31 -0.00 -0.Elevation 244 .00 -0.18 0.31 180 0.15 240 0.

12 0.07 0.29 18.30 60 0.07 15.00 270 0. 12612 W.96 -9.71 8.05 -0.02 0.26 -33.52 150 0.13 0.07 -0.02 0.26 0.12 -0.09 -21.12 -26.93 0.02 5.12 26.00 0.00 0.07 15. inc.00 0.02 -5.00 0.00 0.13 0.04 -0.15 -0.13 0.30 0.15 -18.Elevation 23'-232' .09 -21.12 0.16 -0.Elevation 232 .07 0.07 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.07 0.25 0.00 0.00 -38.12 0.20 0.00 90 0.13 0.04 -0.07 -15.07 0.00 0.00 0.04 -0.35 -5.30 38.12 0.07 -15.00 210 0.30 0.00 .07 -15.52 210 0.00 -0.30 0.83 0.52 330 0.30 0.04 0.04 0.66 27.30 120 0.00 0.39 0.04 -0.00 0.12 0.15 18.13 31.63 0.56 0.52 210 0.63 -0.07 -0.07 15.45 0.73 -21.07 0.26 33.25 19.09 -0.12 0.30 0.04 -0.12 0.07 0.89 0.30 60 0.26 33.08 -0.63 -15.07 0.52 270 0.07 0.83 -0.15 -19.30 300 0.13 -30.30 FR70-12-L2 .13 0.00 0.00 0.00 60 0.56 9.07 -15.15 0.63 -0.00 210 0.35 -0.30 0.00 -0.00 0.20 -33. horn FAX: (262) 252-3134 FR70-12-L2 .07 0.65 9.93 0.From Face A Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 150 0.07 0.Elevation 232 .00 120 0.20 0.60 180 0.30 240 0.07 -0.03 0.00 -0.30 0.14 -18.09 21.08 -0.00 0.00 -0.12 0.67 0.08 0.10 0.30 300 0.40 26.00 0.05 0.96 9.09 -21.16 0.04 0.55 26.72 0.08 0.60 FR70-12-L2 .12 -0.30 180 0.25 0.00 -0.08 -0.30 0.56 -9.73 21.66 -27.20 5.07 15.07 0.08 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.00 0.08 0.02 -0.09 21.08 -0.00 30 0.08 -0.79 0.86 0.04 -0.12 -0.07 -0.03 -0.39 0.20 -33.08 0.35 0.32 15.30 180 0.00 0.12 0.00 90 0.00 0.00 30 0.07 -0.12 -26.07 0.09 21.60 120 0.04 0.00 0.65 -9.03 5.15 0.30 240 0.07 -0.04 0.00 0.04 0.None C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.00 0.25 -19.20 0.20 -5.30 PiROD 15' Universal T-Frame Sector Mount .60 240 0. Job Page ERITower Free-Standing Tower Demo 38 of 80 Project Date C-Concepts.56 -0.00 0.04 0.Elevation 232 .From Face B Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.63 15.07 15.04 -0.00 150 0.12 -0.59 0.39 0.12 26.09 21.08 0.03 -0.30 -38.52 330 0.07 0.88 21.60 300 0.From Face C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.07 0.02 -5.00 330 0.52 30 0.45 -0.25 -19.03 0.04 0.30 0.52 150 0.07 0.00 180 0.04 0.12 0.52 270 0.00 0.12 0.29 -18.32 -15.04 -0. Inc.08 0.07 -15.09 0.07 -0.55 -26.12 0.03 5.00 0.15 19.52 90 0.86 -0.26 -0.07 0.09 0.51 27.63 0.03 -5.12 0.14 18.04 -0.

57 30 0.31 0.00 -0.42 46.27 0.00 -0.10 -0.01 -0.15 -0.11 92.27 -0.15 0.00 90 0.63 45.15 -45.82 240 0.15 0.27 0.27 -0.42 -45.00 0.15 19.74 45.31 0.15 46.70 79. horn FAX: (262) 252-3134 PiROD 15' Universal T-Frame Sector Mount .00 0.02 79.15 0.71 1.15 0.15 45.30 0.15 0.15 -45.30 0.04 0.00 0.02 -79.00 -0.00 ALP 8010 .26 -0.00 0.27 0.57 270 0.00 30 0.30 0.00 0.From Face B Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.15 0.57 210 0.15 -0.27 0.57 90 0.00 270 0.15 -46.15 -46.15 -19.81 79.26 -33.27 0.Elevation 300 .15 -0.15 45.00 0.34 0.26 0.02 -79.31 0.15 0.34 1.91 240 0.10 0.20 33.00 0.31 91.15 0.31 -0.27 -0.31 0.00 0.00 0. inc.11 -91.31 0.11 91.00 -0.91 300 0.27 -0.10 1.91 180 0.27 0.57 90 0.57 210 0.91 180 0.31 91.27 0.13 79.52 -1.27 -79.13 -79.15 0.18 -1.83 -1.31 -91.71 0.63 46.27 0.30 0.27 0.91 ALP 8010 .83 1.34 -1.00 0.15 -0.57 30 0.27 0.15 0.15 -0.15 0.91 240 0.18 1.Elevation 300 .57 270 0.39 0.81 -79.18 -1.27 79.72 -0.31 -45.31 0.20 0.27 0.91 0.91 120 0.27 79.81 -79.27 0.27 0.00 0.52 1.31 -0.31 0.82 120 0.27 79.00 -0.15 0.15 0.27 -0.73 1.15 0.15 45.31 0.15 -0.00 -0.73 0.00 -0.27 0.11 -92. 12612 W.00 0.27 0.00 -0.25 0.52 1.00 38.27 79.91 60 0.91 0. Inc.15 -0.63 -46.27 -0.34 0.27 0.27 0.82 300 0.21 91. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.27 -0.00 0.93 -0.15 -0.00 0.00 0.71 -1.27 -79.81 79.15 0.57 330 0.27 0.27 0.42 45.70 -79.91 -0.93 0.64 0.00 300 0.15 0. Job Page ERITower Free-Standing Tower Demo 39 of 80 Project Date C-Concepts.21 -91.91 120 0.15 -46.18 1.27 0.73 -0.From Face C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.71 0.27 0.31 0.27 -0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.15 0.27 79.82 60 0.00 -0.63 -45.82 ALP 8010 .15 0.73 -1.31 0.74 -45.01 0.31 0.27 -0.15 -0.None C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 240 0.27 0.27 79.64 -0.00 -0.15 0.00 0.27 -0.15 0.00 -0.27 -79.00 330 0.25 0.00 -0.15 0.31 0.00 -0.00 270 0.31 0.57 .42 -46.82 180 0.27 -79.00 330 0.27 0.20 33.31 -0.27 -79.31 -91.27 0.15 0.00 0.15 -0.57 150 0.00 210 0.From Face A Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.25 19.72 0.31 -91.57 150 0.15 -0.Elevation 23'-232' .02 79.15 45.15 0.31 92.00 0.15 -46.91 300 0.10 -1.31 0.00 150 0.52 -1.31 0.15 46.15 0.61 0.27 0.Elevation 300 .30 0.91 60 0.

00 330 0.38 0.00 0.36 0.19 57.68 0.00 270 0.69 2.33 -0.26 0' 7'4-3/16'' 244' 1.00 -0.53 0.00 210 0.27 746. Job Page ERITower Free-Standing Tower Demo 40 of 80 Project Date C-Concepts.00 -0.00 0.98 -431.92 1.69 -431.00 240 0.54 0.00 150 0.00 180 0.91 -57.00 -0.19 -0.91 PiROD 15' Universal T-Frame Sector Mount .00 862.27 0.19 -57.38 862.0000 0.From Face C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 330 0.33 -99.98 431.00 60 2.33 -0.92 -746.36 0.91 57. horn FAX: (262) 252-3134 ALP 8010 .00 90 0.53 4.00 240 -2.00 0.28 0.69 431.38 0.88 16.92 -1.91 -57.19 0.26 -6'4-5/16'' -3'8-1/32'' 244' 1.38 0.0000 0.38 0.91 0.5000 Mount 68000/68010 w/Pipe 180. 12612 W.15 -0.00 150 1.5000 68000/68010 w/Pipe 300.27 746.54 0.892 18 4.36 0.19 57.27 -79.00 0.65 0' 0' 244' 1.19 0.92 -746.00 180 0.00 30 1.92 746.38 115.60 0.92 -1. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.68 0.0000 0.27 0.00 330 -1.0000 0.38 0.60 20.38 0.00 -115.27 -746.91 0.69 431.38 0.00 30 0.00 300 -2.38 -862.15 -0.088 Description Aiming Weight Offsetx Offsetz z Kz qz CAAC CAAC tz Azimuth Front Side deg K ft ft ft psf ft2 ft2 in Lightning Rod 2''x15' 0.38 0.10 0' 0' 307'6'' 1.771 17 20.00 0.88 16. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.38 0.00 0.27 -746.98 0.771 17 16.00 0.98 -431.98 0.68 -99.00 0.38 -115.5000 Mount 68000/68010 w/Pipe 60.38 0.88 16.54 0.00 120 0.31 45.00 0. Inc.69 2.28 0.91 0.19 -0.26 6'4-5/16'' -3'8-1/32'' 244' 1.68 0.5000 Mount PiROD 15' Universal T.91 0.92 746.33 99.19 -57.00 300 0.0000 0.54 0.00 -0.38 0.00 0.68 0.00 0.28 0.00 -3.771 17 16.91 57.5000 .91 -0.00 Discrete Appurtenance Totals .92 1.00 0.No Ice Wind Vx Vz OTMx OTMz Torque Azimuth deg K K kip-ft kip-ft kip-ft 0 0.68 99.38 0.98 0.00 -0.00 0.38 0.68 -99.771 17 16.00 115.00 Discrete Appurtenance Pressures .69 -2.33 0.98 431.68 99.27 0.00 270 -3.00 -0.00 3.27 0. 0.With Ice GH = 1.00 0. inc.36 0.None C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.38 0.Elevation 300 .33 99.00 -862.69 -431.33 -99.98 0.38 0.00 120 2.69 -2.00 0.38 0.00 0.Elevation 300 .27 0.00 90 3.00 210 -1.33 0.00 60 0.

09 0.Elevation 307.15 0.09 0.14 34.00 -0.33 -13.63 0.0000 0.47 -23.26 61.30 0.5000 Frame Sector Mount ALP 8010 300.15 -0.00 0.88 270 0.00 0.08 180 0.08 23.746 16 5.08 300 0.5000 29/32'' 3/16'' FR70-12-L2 60.09 26.00 330 0.01 0.5000 11/16'' ALP 8010 180. 300' 1.33 -13.0000 0.26 -0.00 0. 0.00 -0.88 210 0.62 2.47 23.09 0.47 0.04 13.26 -0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.879 18 12.09 0.72 0.15 -0.09 0.26 0.56 -36.30 -0.26 0.47 0.00 -0.14 -36.0000 0.99 3.33 13. -3'10.0000 0.08 120 0.94 0.00 26.60 0.88 90 0.30 71.00 0.00 -0.65 2.16 -0.879 18 12.63 0.00 150 0.30 -61.00 0.04 0' 5'11.26 0.00 90 0.04 -5'1.00 0.38 -63.40 65.5000 Frame Sector Mount Sum 3.08 -0.08 0.00 0.471 14 20.00 330 0.15 0.00 240 0.00 0.04 -13.16 0.87 12.99 3.00 -0.17 240 0.04 0.00 0.15 0.42 37.29 0.30 0.94 0.63 1.08 -23.04 0.27 66.08 0.30 -0.09 0.00 0.33 0.879 18 12.09 75.26 0.87 0.31 0.5000 29/32'' 3/16'' FR70-12-L2 180.879 18 20.33 13.00 120 0.26 -63.746 16 5.None A Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.00 68000/68010 w/Pipe Mount .50 1.26 -0.60 0.45 39.15 0.08 -23.31 -34. 0.04 5'1.09 0.With Ice Lightning Rod 2''x15' .65 0' 0' 300' 1.26 0.00 30 0.60 20.-2'11-5/8'' 300' 1.09 0.00 0.35 -1.00 180 0.0000 0.08 -0.15 36.09 0.19 -72.63 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.00 -2.47 0.09 0.33 0.33 0.00 -0.47 0.5000 11/16'' ALP 8010 60.09 0.78 -1.04 -0.08 .00 150 0. Job Page ERITower Free-Standing Tower Demo 41 of 80 Project Date C-Concepts.26 0.04 -13. 232' 1.99 3.26 0.88 30 0.87 0.26 0.00 0.00 0.94 0.26 62.0000 0.86 -1.00 300 0.09 0. inc.00 270 0.87 12.11 Weight: Discrete Appurtenance Vectors .04 -0.30 -73.15 0.65 0' 0' 127'6'' 1.04 13.15 0.47 23.15 -0.5000 5/32'' PiROD 15' Universal T.47 -23. Inc.06 6'7.00 210 0.00 0.5000 13/32'' PiROD 15' Universal T. 232' 1.0000 0.15 1.36 -2.00 0.63 -1.17 60 0.15 -38.31 0.34 1.06 -6'7.5 .00 -0. 232' 1.87 0.09 0.00 60 0.26 -0.60 20. 12612 W.00 -0.From Face A Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.0000 0.00 0. -3'10.94 0.87 12.Elevation 244 . horn FAX: (262) 252-3134 Description Aiming Weight Offsetx Offsetz z Kz qz CAAC CAAC tz Azimuth Front Side deg K ft ft ft psf ft2 ft2 in Frame Sector Mount FR70-12-L2 300.33 0.00 -26.00 0.-2'11-5/8'' 300' 1.08 23.15 0.26 -64.746 16 5.06 0' 7'8.09 -26.09 0.

00 0.14 -36.00 150 0.34 -1.37 0.36 2.89 -45.00 0.00 0.31 34.00 1.65 -2.37 -1.54 0.78 1.37 0.01 1.15 -1.00 0.08 180 0.26 -0.00 -0.15 0.Elevation 244 .88 30 0.22 -62.15 -35.15 -38.26 0.62 -2.01 -1.15 0.15 39.90 72.88 270 0.00 0.00 240 0.63 -1.26 0.54 -36.15 0.19 -0.40 -65.50 -1.37 0.00 180 0.26 -0.86 1.00 -0.43 30 0.88 210 0.35 1.89 0. Job Page ERITower Free-Standing Tower Demo 42 of 80 Project Date C-Concepts.08 120 0.15 0.38 63.19 45.30 0.37 0.30 0.00 -0.37 1.00 210 0.26 -63.15 -35.05 0.55 0.26 0.15 0.15 -0.88 150 0.From Face B Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.37 0.70 4.15 0.54 36.15 0.26 -0.22 62.26 62.31 0.14 34.89 0.26 0.08 60 0.26 0.00 1.15 0.08 -17.00 0.00 300 0.72 -0.00 210 0.00 0.00 90 0.89 45.00 270 0.15 -0.Elevation 244 .10 0.00 0.15 -0.55 0.37 0.19 -45.89 45.37 0.37 91.43 62.Elevation 244 .37 0.15 0.10 0.30 -0.27 -66.15 -0.Elevation 232 .55 78.43 -62.26 0.From Face A Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.26 -0.08 240 0.30 -0.16 -0.10 0.32 -78.19 -45.00 0.08 300 0.45 -39.06 -0.17 120 0.00 0.26 -62.06 0.26 0.00 91.30 61.42 -37.26 0.15 39.00 30 0.00 330 0.00 90 0.31 -72.32 78.08 240 0.17 68000/68010 w/Pipe Mount .01 -1.26 -0.00 270 0.23 -7.55 0.01 0.19 0.26 0.26 66. horn FAX: (262) 252-3134 68000/68010 w/Pipe Mount .00 0. Inc.15 0.00 -0.37 0.88 150 0.None C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.89 0.55 -78.30 0.37 0.00 0.01 1.89 -45.32 -78.01 -2.26 0.19 -0.32 -0.37 1.30 0.19 45.10 0.00 30 0.55 0. 12612 W.15 0.15 0.00 -2.26 66.32 0.26 61.00 0.89 0.01 2.00 -0.00 0.00 0.00 FR70-12-L2 .17 300 0.26 0.50 .08 PiROD 15' Universal T-Frame Sector Mount .75 36.88 330 0.00 120 0.15 -0.37 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.31 0.00 0.00 0.31 76.26 -64.02 -0.09 -75.00 0.19 0.00 0.30 -73.55 78.62 -0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.00 -0.08 60 0.75 0.00 0.26 0.00 -0.31 0.26 -0.37 0.30 0.00 0. inc.31 0.26 -62.17 180 0.15 0.15 36.75 -36.55 -78.15 -0.26 -0.32 -0.26 0.15 -0.32 78.00 0.15 0.03 -0.26 0.19 72.56 36.32 0.26 0.15 0.00 -0.00 60 0.00 -91.26 0.29 0.From Face C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.88 330 0.63 1.37 -1.00 0.90 -72.26 -0.00 0.37 0.00 -0.16 0.30 71.37 -91.37 0.30 -0.00 0.15 -0.88 90 0.06 -13.

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ERITower Free-Standing Tower Demo 43 of 80
Project Date
C-Concepts, inc.
12612 W. Mill Road Example 18:26:48 01/28/03
Menomonee Falls, WI 53051 Client Designed by
Phone: (262) 252-3173 C-Concepts, Inc. horn
FAX: (262) 252-3134

FR70-12-L2 - Elevation 232 - From Face A
Wind Fa Fs Vx Vz OTMx OTMz Torque
Azimuth
deg K K K K kip-ft kip-ft kip-ft
60 0.05 0.06 0.07 -0.02 -5.28 -16.90 -0.43
90 0.09 0.03 0.10 0.02 4.03 -22.02 -0.25
120 0.11 0.00 0.09 0.05 12.21 -21.14 0.00
150 0.09 0.03 0.06 0.07 17.05 -14.50 0.25
180 0.05 0.06 0.02 0.08 17.27 -3.88 0.43
210 0.00 0.06 -0.03 0.06 12.81 7.89 0.50
240 0.05 0.06 -0.07 0.02 4.85 17.64 0.43
270 0.09 0.03 -0.10 -0.02 -4.46 22.76 0.25
300 0.11 0.00 -0.09 -0.05 -12.63 21.88 0.00
330 0.09 0.03 -0.06 -0.07 -17.48 15.24 -0.25

FR70-12-L2 - Elevation 232 - From Face B
Wind Fa Fs Vx Vz OTMx OTMz Torque
Azimuth
deg K K K K kip-ft kip-ft kip-ft
0 0.05 0.06 0.02 -0.08 -17.70 -4.62 0.43
30 0.09 0.03 0.06 -0.07 -17.48 -15.24 0.25
60 0.11 0.00 0.09 -0.05 -12.63 -21.88 0.00
90 0.09 0.03 0.10 -0.02 -4.46 -22.76 -0.25
120 0.05 0.06 0.07 0.02 4.85 -17.64 -0.43
150 0.00 0.06 0.03 0.06 12.81 -7.89 -0.50
180 0.05 0.06 -0.02 0.08 17.27 3.88 -0.43
210 0.09 0.03 -0.06 0.07 17.05 14.50 -0.25
240 0.11 0.00 -0.09 0.05 12.21 21.14 0.00
270 0.09 0.03 -0.10 0.02 4.03 22.02 0.25
300 0.05 0.06 -0.07 -0.02 -5.28 16.90 0.43
330 0.00 0.06 -0.03 -0.06 -13.23 7.15 0.50

FR70-12-L2 - Elevation 232 - From Face C
Wind Fa Fs Vx Vz OTMx OTMz Torque
Azimuth
deg K K K K kip-ft kip-ft kip-ft
0 0.11 0.00 0.00 -0.11 -24.41 0.00 0.00
30 0.09 0.03 0.03 -0.09 -21.08 -7.52 0.25
60 0.05 0.06 0.06 -0.05 -11.99 -13.02 0.43
90 0.00 0.06 0.06 0.00 0.43 -15.03 0.50
120 0.05 0.06 0.06 0.05 12.85 -13.02 0.43
150 0.09 0.03 0.03 0.09 21.94 -7.52 0.25
180 0.11 0.00 0.00 0.11 25.27 0.00 0.00
210 0.09 0.03 -0.03 0.09 21.94 7.52 -0.25
240 0.05 0.06 -0.06 0.05 12.85 13.02 -0.43
270 0.00 0.06 -0.06 0.00 0.43 15.03 -0.50
300 0.05 0.06 -0.06 -0.05 -11.99 13.02 -0.43
330 0.09 0.03 -0.03 -0.09 -21.08 7.52 -0.25

PiROD 15' Universal T-Frame Sector Mount - Elevation 23'-232' - None C
Wind Fa Fs Vx Vz OTMx OTMz Torque
Azimuth
deg K K K K kip-ft kip-ft kip-ft
0 0.31 0.00 0.00 -0.31 -39.54 0.00 0.00
30 0.31 0.00 0.16 -0.27 -34.25 -19.77 0.00
60 0.31 0.00 0.27 -0.16 -19.77 -34.25 0.00
90 0.31 0.00 0.31 0.00 0.00 -39.54 0.00
120 0.31 0.00 0.27 0.16 19.77 -34.25 0.00

Job Page
ERITower Free-Standing Tower Demo 44 of 80
Project Date
C-Concepts, inc.
12612 W. Mill Road Example 18:26:48 01/28/03
Menomonee Falls, WI 53051 Client Designed by
Phone: (262) 252-3173 C-Concepts, Inc. horn
FAX: (262) 252-3134

PiROD 15' Universal T-Frame Sector Mount - Elevation 23'-232' - None C
Wind Fa Fs Vx Vz OTMx OTMz Torque
Azimuth
deg K K K K kip-ft kip-ft kip-ft
150 0.31 0.00 0.16 0.27 34.25 -19.77 0.00
180 0.31 0.00 0.00 0.31 39.54 0.00 0.00
210 0.31 0.00 -0.16 0.27 34.25 19.77 0.00
240 0.31 0.00 -0.27 0.16 19.77 34.25 0.00
270 0.31 0.00 -0.31 0.00 0.00 39.54 0.00
300 0.31 0.00 -0.27 -0.16 -19.77 34.25 0.00
330 0.31 0.00 -0.16 -0.27 -34.25 19.77 0.00

ALP 8010 - Elevation 300 - From Face A
Wind Fa Fs Vx Vz OTMx OTMz Torque
Azimuth
deg K K K K kip-ft kip-ft kip-ft
0 0.12 0.21 0.00 -0.25 -74.35 0.20 -1.27
30 0.00 0.25 0.12 -0.21 -64.40 -36.91 -1.47
60 0.12 0.21 0.21 -0.12 -37.23 -64.08 -1.27
90 0.21 0.12 0.25 0.00 -0.12 -74.03 -0.73
120 0.25 0.00 0.21 0.12 37.00 -64.08 0.00
150 0.21 0.12 0.12 0.21 64.17 -36.91 0.73
180 0.12 0.21 0.00 0.25 74.11 0.20 1.27
210 0.00 0.25 -0.12 0.21 64.17 37.32 1.47
240 0.12 0.21 -0.21 0.12 37.00 64.49 1.27
270 0.21 0.12 -0.25 0.00 -0.12 74.43 0.73
300 0.25 0.00 -0.21 -0.12 -37.23 64.49 0.00
330 0.21 0.12 -0.12 -0.21 -64.40 37.32 -0.73

ALP 8010 - Elevation 300 - From Face B
Wind Fa Fs Vx Vz OTMx OTMz Torque
Azimuth
deg K K K K kip-ft kip-ft kip-ft
0 0.12 0.21 0.00 -0.25 -74.35 -0.20 1.27
30 0.21 0.12 0.12 -0.21 -64.40 -37.32 0.73
60 0.25 0.00 0.21 -0.12 -37.23 -64.49 0.00
90 0.21 0.12 0.25 0.00 -0.12 -74.43 -0.73
120 0.12 0.21 0.21 0.12 37.00 -64.49 -1.27
150 0.00 0.25 0.12 0.21 64.17 -37.32 -1.47
180 0.12 0.21 0.00 0.25 74.11 -0.20 -1.27
210 0.21 0.12 -0.12 0.21 64.17 36.91 -0.73
240 0.25 0.00 -0.21 0.12 37.00 64.08 0.00
270 0.21 0.12 -0.25 0.00 -0.12 74.03 0.73
300 0.12 0.21 -0.21 -0.12 -37.23 64.08 1.27
330 0.00 0.25 -0.12 -0.21 -64.40 36.91 1.47

ALP 8010 - Elevation 300 - From Face C
Wind Fa Fs Vx Vz OTMx OTMz Torque
Azimuth
deg K K K K kip-ft kip-ft kip-ft
0 0.25 0.00 0.00 -0.25 -74.00 0.00 0.00
30 0.21 0.12 0.12 -0.21 -64.05 -37.12 0.73
60 0.12 0.21 0.21 -0.12 -36.88 -64.29 1.27
90 0.00 0.25 0.25 0.00 0.23 -74.23 1.47
120 0.12 0.21 0.21 0.12 37.35 -64.29 1.27
150 0.21 0.12 0.12 0.21 64.52 -37.12 0.73
180 0.25 0.00 0.00 0.25 74.46 0.00 0.00
210 0.21 0.12 -0.12 0.21 64.52 37.12 -0.73

Job Page
ERITower Free-Standing Tower Demo 45 of 80
Project Date
C-Concepts, inc.
12612 W. Mill Road Example 18:26:48 01/28/03
Menomonee Falls, WI 53051 Client Designed by
Phone: (262) 252-3173 C-Concepts, Inc. horn
FAX: (262) 252-3134

ALP 8010 - Elevation 300 - From Face C
Wind Fa Fs Vx Vz OTMx OTMz Torque
Azimuth
deg K K K K kip-ft kip-ft kip-ft
240 0.12 0.21 -0.21 0.12 37.35 64.29 -1.27
270 0.00 0.25 -0.25 0.00 0.23 74.23 -1.47
300 0.12 0.21 -0.21 -0.12 -36.88 64.29 -1.27
330 0.21 0.12 -0.12 -0.21 -64.05 37.12 -0.73

PiROD 15' Universal T-Frame Sector Mount - Elevation 300 - None C
Wind Fa Fs Vx Vz OTMx OTMz Torque
Azimuth
deg K K K K kip-ft kip-ft kip-ft
0 0.40 0.00 0.00 -0.40 -118.81 0.00 0.00
30 0.40 0.00 0.20 -0.34 -102.90 -59.41 0.00
60 0.40 0.00 0.34 -0.20 -59.41 -102.90 0.00
90 0.40 0.00 0.40 0.00 0.00 -118.81 0.00
120 0.40 0.00 0.34 0.20 59.41 -102.90 0.00
150 0.40 0.00 0.20 0.34 102.90 -59.41 0.00
180 0.40 0.00 0.00 0.40 118.81 0.00 0.00
210 0.40 0.00 -0.20 0.34 102.90 59.41 0.00
240 0.40 0.00 -0.34 0.20 59.41 102.90 0.00
270 0.40 0.00 -0.40 0.00 0.00 118.81 0.00
300 0.40 0.00 -0.34 -0.20 -59.41 102.90 0.00
330 0.40 0.00 -0.20 -0.34 -102.90 59.41 0.00

Discrete Appurtenance Totals - With Ice

Wind Vx Vz OTMx OTMz Torque
Azimuth
deg K K kip-ft kip-ft kip-ft
0 0.00 -3.07 -778.89 0.00 0.00
30 1.53 -2.66 -674.54 -389.44 0.00
60 2.66 -1.53 -389.44 -674.54 0.00
90 3.07 0.00 0.00 -778.89 0.00
120 2.66 1.53 389.44 -674.54 0.00
150 1.53 2.66 674.54 -389.44 0.00
180 0.00 3.07 778.89 0.00 0.00
210 -1.53 2.66 674.54 389.44 0.00
240 -2.66 1.53 389.44 674.54 0.00
270 -3.07 0.00 0.00 778.89 0.00
300 -2.66 -1.53 -389.44 674.54 0.00
330 -1.53 -2.66 -674.54 389.44 0.00

Discrete Appurtenance Pressures - Service
GH = 1.088

Description Aiming Weight Offsetx Offsetz z Kz qz CAAC CAAC
Azimuth Front Side
deg K ft ft ft psf ft2 ft2
Lightning Rod 2''x15' 0.0000 0.08 0' 0' 307'6'' 1.892 12 3.00 3.00
68000/68010 w/Pipe 300.0000 0.12 -6'4-5/16'' -3'8-1/32'' 244' 1.771 11 14.99 12.99
Mount
68000/68010 w/Pipe 60.0000 0.12 6'4-5/16'' -3'8-1/32'' 244' 1.771 11 14.99 12.99
Mount

Job Page
ERITower Free-Standing Tower Demo 46 of 80
Project Date
C-Concepts, inc.
12612 W. Mill Road Example 18:26:48 01/28/03
Menomonee Falls, WI 53051 Client Designed by
Phone: (262) 252-3173 C-Concepts, Inc. horn
FAX: (262) 252-3134

Description Aiming Weight Offsetx Offsetz z Kz qz CAAC CAAC
Azimuth Front Side
deg K ft ft ft psf ft2 ft2
68000/68010 w/Pipe 180.0000 0.12 0' 7'4-3/16'' 244' 1.771 11 14.99 12.99
Mount
PiROD 15' Universal T- 0.0000 0.50 0' 0' 244' 1.771 11 15.00 15.00
Frame Sector Mount
FR70-12-L2 300.0000 0.02 -6'7- -3'10- 232' 1.746 11 5.60 3.27
29/32'' 3/16''
FR70-12-L2 60.0000 0.02 6'7- -3'10- 232' 1.746 11 5.60 3.27
29/32'' 3/16''
FR70-12-L2 180.0000 0.02 0' 7'8- 232' 1.746 11 5.60 3.27
13/32''
PiROD 15' Universal T- 0.0000 0.50 0' 0' 127'6'' 1.471 9 15.00 15.00
Frame Sector Mount
ALP 8010 300.0000 0.04 -5'1- -2'11-5/8'' 300' 1.879 12 11.94 11.94
11/16''
ALP 8010 60.0000 0.04 5'1- -2'11-5/8'' 300' 1.879 12 11.94 11.94
11/16''
ALP 8010 180.0000 0.04 0' 5'11- 300' 1.879 12 11.94 11.94
5/32''
PiROD 15' Universal T- 0.0000 0.50 0' 0' 300' 1.879 12 15.00 15.00
Frame Sector Mount
Sum 2.11
Weight:

Discrete Appurtenance Vectors - Service
Lightning Rod 2''x15' - Elevation 307.5 - None A
Wind Fa Fs Vx Vz OTMx OTMz Torque
Azimuth
deg K K K K kip-ft kip-ft kip-ft
0 0.04 0.00 0.00 -0.04 -12.15 0.00 0.00
30 0.04 0.00 0.02 -0.03 -10.52 -6.08 0.00
60 0.04 0.00 0.03 -0.02 -6.08 -10.52 0.00
90 0.04 0.00 0.04 0.00 0.00 -12.15 0.00
120 0.04 0.00 0.03 0.02 6.08 -10.52 0.00
150 0.04 0.00 0.02 0.03 10.52 -6.08 0.00
180 0.04 0.00 0.00 0.04 12.15 0.00 0.00
210 0.04 0.00 -0.02 0.03 10.52 6.08 0.00
240 0.04 0.00 -0.03 0.02 6.08 10.52 0.00
270 0.04 0.00 -0.04 0.00 0.00 12.15 0.00
300 0.04 0.00 -0.03 -0.02 -6.08 10.52 0.00
330 0.04 0.00 -0.02 -0.03 -10.52 6.08 0.00

68000/68010 w/Pipe Mount - Elevation 244 - From Face A
Wind Fa Fs Vx Vz OTMx OTMz Torque
Azimuth
deg K K K K kip-ft kip-ft kip-ft
0 0.09 0.14 -0.01 -0.17 -41.04 3.37 -1.02
30 0.00 0.16 0.08 -0.14 -34.30 -18.78 -1.18
60 0.09 0.14 0.15 -0.07 -18.48 -35.69 -1.02
90 0.16 0.08 0.18 0.01 2.16 -42.84 -0.59
120 0.18 0.00 0.16 0.09 22.11 -38.30 0.00
150 0.16 0.08 0.10 0.15 36.02 -23.29 0.59
180 0.09 0.14 0.01 0.17 40.15 -1.84 1.02
210 0.00 0.16 -0.08 0.14 33.41 20.31 1.18
240 0.09 0.14 -0.15 0.07 17.60 37.22 1.02
270 0.16 0.08 -0.18 -0.01 -3.04 44.37 0.59
300 0.18 0.00 -0.16 -0.09 -22.99 39.83 0.00

16 0.02 30 0.16 0.18 68000/68010 w/Pipe Mount .02 150 0.56 0.09 -21.00 0.00 0.09 22.00 0.82 -0.16 39.90 -24.67 33.48 35.13 0.18 -44.07 17.99 0.00 0.08 0.00 -0.56 0.09 -21.00 0.09 23.00 0.09 1.67 -33.88 39.85 -1.41 -20.07 -18.09 22.10 -0.55 0.00 0.15 -36.02 330 0.00 60 0.08 -22.00 0.59 240 0.18 0.00 45.08 0.09 -22.85 1.18 0.Elevation 244 .09 22.22 0.08 -0. horn FAX: (262) 252-3134 68000/68010 w/Pipe Mount .18 0.00 0.01 0.09 -0.18 19.16 -39.00 240 0.43 33.04 -44.37 1.13 0.00 -0.09 0.16 42.00 0.09 0.00 -0.84 0.08 -0.00 270 0.16 39.09 0.18 -19. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.18 0.14 33.02 150 0.16 0.17 -41.00 0.16 -0.From Face C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.09 0.09 0.43 -33.14 0.00 210 0.56 39.00 0.69 1.16 0.18 0.02 90 0.Elevation 244 .18 0.56 0.Elevation 244 .08 0.14 -34.08 0.18 180 0.94 -19.08 0.00 90 0.18 -45.08 -22.09 0.59 68000/68010 w/Pipe Mount .82 0.16 0.16 0.16 0.56 0.00 -0.08 -0.None C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.00 330 0.00 0.08 22. inc.18 0.08 -0.84 -1.18 0.16 0.16 39.02 23.31 -1.08 0.14 -0.16 -38.00 -45.00 150 0.00 0.18 0.16 0.18 0.59 180 0.09 0.02 210 0.00 -0.30 0.00 0.02 270 0.14 -0.00 0.56 -39.16 -0.09 0.16 -38.01 2.00 300 0.18 0.37 -0.08 0.17 40.00 0.14 -0.00 -0.00 90 0.14 -0.00 0.01 -0.18 45.90 24.59 60 0.59 240 0.13 0. 12612 W.00 -0.08 0.00 0.00 0.11 38.94 19.59 PiROD 15' Universal T-Frame Sector Mount .01 -3.14 -0.15 36.18 0.16 0.16 -39.15 0. Inc.09 -0.18 0.00 0.18 0.14 -0.56 -39.00 0.16 -0.Elevation 244 .16 -0.14 0.16 -0.16 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.55 -0.16 0.08 -0.55 0.18 45.18 0.16 0.18 0.From Face A Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 330 0.09 -22.14 0.18 0.59 300 0.00 180 0.30 18.04 -3.00 .16 0. Job Page ERITower Free-Standing Tower Demo 47 of 80 Project Date C-Concepts.60 -37.00 0.14 0.59 60 0.00 210 0.56 39.08 -0.59 120 0.09 0.85 -1.18 0.78 1.From Face B Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.55 -0.08 22.09 23.00 30 0.00 0.18 0.15 1.08 0.18 120 0.16 39.09 -1.08 -0.10 0.09 -22.00 270 0.16 0.29 -0.14 0.88 -39.99 -39.09 0.85 1.13 0.10 -0.18 300 0.08 0.22 -1.16 0.08 -0.14 0.08 0.18 -0.00 120 0.00 -0.83 0.15 -36.02 330 0.15 -0.00 30 0.

00 150 0.21 0.77 14.05 -10.52 -4.03 0.74 7.01 2.06 0.88 -10.03 0.06 0.03 -7.77 -14.01 2.00 .06 -0.93 -2.05 -0.93 2.06 -0.15 180 0.00 0.98 -0.Elevation 232 .02 0.26 150 0.98 -0.26 30 0.00 0.06 0.04 0.26 210 0.02 -0.64 0.03 7.01 -3.15 180 0.04 -0.03 -7.98 0.Elevation 232 .03 -0.31 300 0.05 4.04 10.05 -10.00 -0.03 7.06 0. inc.06 0.15 300 0.03 0.00 0.90 9.98 0.98 0.01 0.61 -0.98 -0.00 210 0. 12612 W.26 90 0.74 0.61 0.05 7.02 -0.26 90 0.07 0.15 300 0.00 0.06 0.03 0.31 180 0.03 8.93 -14.26 330 0.06 13.67 0.03 0.02 -0.26 270 0.02 0.00 0.72 0.28 -0.61 -0.01 -0.15 60 0.05 10.15 240 0.00 0.72 -0.00 -0.74 -0.03 -0.28 0.03 -0.03 0.03 0.90 -9. Job Page ERITower Free-Standing Tower Demo 48 of 80 Project Date C-Concepts.15 120 0.04 0.61 0.96 -9.02 0.02 -0.03 -8.00 330 0.07 -15.78 2.15 PiROD 15' Universal T-Frame Sector Mount .01 0.03 8.31 FR70-12-L2 .82 13.54 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.00 30 0.03 -0.00 0.06 0.05 -4.04 -0.05 10.01 -0.02 0.96 -0.79 0.03 7.05 0. Inc.03 -0.26 270 0.31 120 0.Elevation 23'-232' .15 -19.02 -0.02 0.88 10.02 0.13 -16.07 0.02 -0.02 -0.03 0.00 30 0.03 0.01 -3.03 0.00 0.03 -0.75 -9.81 0.04 -0.47 -0.06 -0.01 -0.00 0.41 0.06 0.07 0.04 -0.06 0.31 60 0.00 -0.06 0.03 -0.06 -13.82 -13.74 -7.08 -0.04 0.00 0.03 -8.03 0.01 -2.83 -4.02 0.04 -10.05 -7.83 4.00 90 0.03 0.15 0.01 -2.67 -0.03 0.04 0.00 0.03 0.00 -0.00 0.15 FR70-12-L2 .26 210 0.97 -13.02 -0.78 -2.26 330 0.00 0.00 0.81 0.15 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.01 0.01 2.15 240 0.03 -7.03 0.04 0.06 0.90 -4.69 -0.From Face B Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.03 0.03 0.None C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.41 -0.01 2.93 14.From Face A Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.06 -13.05 -10.31 240 0.07 0.06 13.06 0.54 0.69 0.03 -0.02 0.00 0.05 -0.75 9.02 0.02 -0.03 -7.03 0.03 7.26 150 0.05 0.47 0. horn FAX: (262) 252-3134 FR70-12-L2 .15 60 0.00 0.52 4.00 0.04 0.06 -0.06 0.00 270 0.06 0.15 120 0.02 0.03 0.96 0.06 0.05 -10.00 0.90 4.15 -9.02 -0.From Face C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.03 0.07 0.21 -0.Elevation 232 .94 0.97 13.07 15.05 10.15 9.05 10.04 -0.04 0.06 0.07 0.59 0.26 30 0.

11 46.14 0.96 0.14 40.13 16.96 9.96 -9.14 0.15 0.14 0.53 -40.14 -40.15 0.14 -40.08 0.00 -0.46 300 0. Inc.00 -0.80 30 0.16 -0.From Face B Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.15 0.00 0.08 0.15 0.93 240 0.08 0.14 0.08 0.00 0.13 0.93 180 0.67 0.16 0.00 270 0.00 0.08 -0.15 0.00 180 0.00 -0.14 0.14 0.00 330 0.68 23.08 -0.08 -23.18 0.85 0.68 -23.00 -0.00 0.14 0.79 0.Elevation 300 .16 -0.80 90 0.61 -0.39 -0.32 -40.15 0.16 -46.64 0.13 -0.08 0.80 330 0.14 -0.76 -0.From Face A Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.16 0.32 -40.43 0.80 210 0.14 -0.16 0.76 0.08 -0.61 0.00 270 0.00 240 0.00 0. 12612 W.08 -0.08 -0.00 -0.14 -0.08 -9.14 0.04 -0.39 0.14 0.15 0.00 0.96 0.39 0.24 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.18 -0.79 16.80 30 0.16 0.00 0.08 0.14 -0.15 0.11 -46.67 -0.08 0.None C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 60 0.00 0.46 ALP 8010 .18 -0.08 0.00 90 0.08 0.68 -23.16 0.13 16.00 ALP 8010 .14 -40.14 0.46 300 0.00 0.08 23.00 0.96 -0.00 0.93 120 0.46 60 0.96 9.11 47.Elevation 23'-232' .14 0.00 0.00 0.14 -0.61 -0.79 0.08 -0.08 -23.14 0.57 0.00 210 0.08 23.08 -0.18 0.14 -0.14 40.14 -40.08 0.21 -46.76 0.53 -40.14 0.93 60 0. Job Page ERITower Free-Standing Tower Demo 49 of 80 Project Date C-Concepts.15 0.08 23.16 0.24 0.16 46.00 0.00 -0.74 0.08 9.24 -0.04 0.00 120 0.14 -40.21 -40.Elevation 300 .46 120 0.00 0.59 0.79 -16.79 16.13 -16.16 0.14 0.96 0.96 0.00 300 0.14 0.46 120 0.08 -23.80 .14 0.53 40.14 0.15 19.14 0.16 0.08 23.00 0.80 90 0.00 -0.74 -0.00 0.39 0.16 46. horn FAX: (262) 252-3134 PiROD 15' Universal T-Frame Sector Mount .80 150 0.46 240 0.80 210 0.08 -0.16 -46.00 0.47 23.08 -9.47 23.00 -0.08 -23.15 0.14 40.14 0.08 9.16 -46.16 0.32 40.00 30 0.08 0.79 -16.08 0.08 0.36 -23.76 0.00 330 0.08 0.80 270 0.14 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.08 -0.08 0.00 19.08 0.00 0.14 0.47 -23.59 0.46 60 0.46 180 0.00 -0.Elevation 300 .13 -0.47 -23.00 90 0.08 23.68 23.16 0. inc.24 -0.08 -23.79 0.16 0.00 -0.32 40.00 150 0.96 0.00 -19.14 0.00 0.08 -0.00 0.08 0.15 0.16 0.64 -40.15 0.00 -0.61 0.08 0.14 -0.57 0.53 40.00 150 0.00 -0.13 0.08 0.08 0.16 0.93 ALP 8010 .11 -47.00 -0.08 0.14 40.From Face C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.59 0.00 -0.

00 90 1.14 0.14 -40.57 -0.00 0.57 -0. inc.49 -381.20 0.11 0.49 0.20 0.00 0.17 -0.00 0.86 -1.04 -381.04 381.00 -0.14 -0.16 -0.79 -23.04 0.00 120 0.From Face C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 150 0.00 150 0.49 -381.80 330 0.97 0.00 0.43 50.97 0.00 -0.43 -50.715 12.00 330 0.20 0.14 40.46 PiROD 15' Universal T-Frame Sector Mount .20 0.43 0.00 0.00 0.20 0.36 23.17 0.49 381.00 -0.21 40.00 -58.86 220.11 -220.00 0.08 0.72 -440.00 30 0.00 0.20 0.04 0.43 50.10 29.86 1.08 0.00 0.04 0.00 Dish Pressures .86 -220.07 0.86 0.No Ice Elevation Dish Aiming Weight Offsetx Offsetz Kz AA qz ft Description Azimuth K ft ft ft2 psf deg 218' Andrew 4' w/Radome 120.72 440.10 29.00 270 0.20 0.00 -1.16 47. Job Page ERITower Free-Standing Tower Demo 50 of 80 Project Date C-Concepts.64 40.08 0.00 180 0.86 1.20 0.00 1.97 29.10 -29. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.10 0.79 23.00 0.97 -29.43 0.97 29.43 -0.20 0.00 180 0.00 300 0.17 0.00 90 0.17 -50.16 0.97 -29.49 0.10 -0.86 0.20 -58.86 -220.Elevation 300 .00 -0.08 -0.00 -0.00 440.00 30 0.Service Wind Vx Vz OTMx OTMz Torque Azimuth deg K K kip-ft kip-ft kip-ft 0 0.46 180 0.06 0.10 -29.00 60 1.17 -50. Inc.00 0.57 22 31/32'' Sum 0.10 -0.00 -0.14 -0.11 0.93 300 0.85 -0.43 0.43 0. horn FAX: (262) 252-3134 ALP 8010 .00 210 0.00 210 -0.00 0.00 150 0.49 381.43 -50.14 -0.11 220.08 0.17 -0.46 240 0.07 0.None C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.14 8'9.97 0.08 23.00 0.00 Discrete Appurtenance Totals .00 270 -1.08 -23.20 0.0000 0.49 -0.86 -1.Elevation 300 .20 0.00 0.14 0.16 0.72 0.08 0.00 330 -0.11 -220.00 58.14 .00 0.17 50.00 -440.00 0.11 0.86 0.43 0.21 46.11 220.00 0.20 0.00 60 0.10 0.00 120 1.00 0.86 0.07 0.17 50.14 40.04 381.04 -381. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.00 240 -1.04 0.80 270 0. 12612 W.20 0.00 0.72 0.43 -0.00 300 -1.08 -0.11 0.20 0.07 0.86 220.08 -0.00 0. 5'1-3/16'' 1.14 0.14 0.97 0.00 240 0.20 58.00 0.49 -0.00 210 0.

15 -0.000890 0.18 0.01 0.63 0.0000 0.000000 0.01 -0.32 -0.12 0.22 300 0.22 -46.01 0.49 27.15 32. 12612 W.02 19.10 -0.22 Dish Totals .10 22.000000 -0.23 60 -0.50 30 0.13 -0.49 27.12 -26.00 -0. 5'1-3/16'' 1.00 150 0.83 120 -0.19 0.00 150 -0.06 0.No Ice Wind Vx Vz OTMx OTMz Torque Azimuth deg K K kip-ft kip-ft kip-ft 0 -0.01 2.001280 0.23 240 -0.15 0.00 0.15 32.17 0.63 0.19 -38.001040 0.715 13.18 0. Job Page ERITower Free-Standing Tower Demo 51 of 80 Project Date C-Concepts.94 1.Elevation 218 .000277 0.5000 31/32'' Sum 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.19 -40.01 -1.06 90 -0.09 -0.06 210 0.89 1.09 0.50 30 0.001040 -0.03 -0.70 0.001280 -0.03 -0.49 1.20 0.05 -0.13 -0.22 0.With Ice Andrew 4' w/Radome .12 0.13 -26.01 -1.50 270 0.89 1.18 0.00 0.70 0.000404 -0.000420 -0.001950 -0.07 15.01 -0.22 -0.22 -0.28 0.00 -0.000340 -0.001330 0.15 -0.12 -0.18 0.33 -21.13 -26.000890 -0.000700 -0.002210 0.28 0.91 1.19 -38.28 8'9.56 -21.000002 0.93 54.08 19.06 0. inc.00 -0.00 330 0.21 -1.32 -0.000132 -0.45 5.06 -13.23 60 0.19 -40.80 -1.16 -1. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts. Inc.23 240 0.000390 0.25 -0.05 0.83 180 -0.25 0.10 22.001770 0.03 -0.13 -0.12 -0.22 Dish Pressures .With Ice Elevation Dish Aiming Weight Offsetx Offsetz Kz AA qz tz ft Description Azimuth K ft ft ft2 psf in deg 218' Andrew 4' w/Radome 120.94 1.17 0.02 19.08 38.19 -0.13 -0.01 2.000404 -0.04 0.18 0.83 180 -0.88 -39.10 -6.16 -1.000340 0.56 -21.001050 -0.09 0.28 Weight: Dish Vectors .000000 0.49 1.08 38.From Leg B .000132 -0.96 46.08 19.10 0.12 0.25 -0.96 46.03 -0.000277 0.12 -26.50 270 -0.85 0.10 16 0.08 -0.11 25.000420 0.22 -0.00 0.10 -6.08 0.22 -46.22 300 -0.93 54.001950 0.85 0.04 -0.33 -21.000390 0.000002 0. horn FAX: (262) 252-3134 Elevation Dish Aiming Weight Offsetx Offsetz Kz AA qz ft Description Azimuth K ft ft ft2 psf deg Weight: Dish Vectors .From Leg B Wind CA CS CM FA FS FM Vx Vz OTMx OTMz Torque Azimuth deg K K K K K kip-ft kip-ft kip-ft 0 0.45 5.15 0.06 210 -0.12 -0.21 -1.11 25.001070 0.06 90 0.001330 -0.18 -0.83 120 0.06 -13.00 330 -0.Elevation 218 .000700 0.09 0.000000 0.80 -1.09 -0.001070 -0.09 0.001050 0.91 1.07 15.88 -39.No Ice Andrew 4' w/Radome .

05 9.10 -0.10 -19.48 0.000890 0.01 0.08 18.96 60 0.10 0.20 -1.65 180 -0.000000 0.000890 -0.From Leg B Wind CA CS CM FA FS FM Vx Vz OTMx OTMz Torque Azimuth deg K K K K K kip-ft kip-ft kip-ft 0 0.95 Dish Pressures .83 90 0.31 0.13 0.04 10.000000 0.88 -0.01 0.17 -35.53 -6.001040 0.09 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.43 0.15 -30.10 -20.45 -11.001280 0.54 90 -0.02 -0.05 -0.02 0.000340 -0.000390 0.001050 0.02 -0.02 -0.000420 0.10 -0.00 0.17 270 -0.000404 -0.000390 0.14 1.001330 0.02 -20.000277 0.55 -18.02 0.00 0.001050 -0.87 -0.10 0.14 -0.89 0.08 -0.21 35.09 0.00 0.001040 -0.07 0.89 0.04 18.73 13.Service Andrew 4' w/Radome .65 120 -0.05 0.000002 0.01 -0.15 0.07 -0.000700 0.73 13.31 0.Service Elevation Dish Aiming Weight Offsetx Offsetz Kz AA qz ft Description Azimuth K ft ft ft2 psf deg 218' Andrew 4' w/Radome 120.05 12.63 -0.47 -20.31 -18.65 120 0.07 15.47 -0.09 20.06 0.43 0.000277 0.20 -0.03 8.08 -0.00 -0.002210 0.00 1.14 0.00 0.00 0.47 -0.01 2.13 0.14 0.09 -0.14 0.57 0.75 3.31 0.02 -0.14 0.21 35.20 0.Elevation 218 .04 0.18 -0.53 -6.000000 -0.57 11 31/32'' Sum 0.000420 -0.07 0.001040 0.63 -0.14 Weight: Dish Vectors .87 0.001070 0.18 0.001280 -0.17 -0.03 0.03 0.001280 0.17 -0.000132 -0. Job Page ERITower Free-Standing Tower Demo 52 of 80 Project Date C-Concepts.58 -31.95 300 0.000390 0.96 60 -0.75 3.06 -0.000700 -0.000340 -0.001330 -0.00 -0.000002 0.09 -0.11 26.25 -0.00 330 0.15 -0.000404 -0.000132 -0.00 0.001070 -0.83 210 0.17 270 0.14 8'9.00 330 -0.05 12.87 0.09 0.05 0.78 -0.00 -0.20 -1.06 0.17 -0.95 Dish Totals .63 60 -0.000002 0.63 240 0.66 28.000390 0.05 -0.95 300 -0.001330 -0.01 0.000132 -0.88 -0.08 0.96 240 -0.10 -0.09 20.000420 0.04 -0.03 -0.715 12.000002 0.000404 -0.31 0.83 90 -0.10 -0.09 0.03 0. Inc.16 0.75 -32.17 -0.06 -12.000000 -0.09 -0.17 30 0.000000 0.42 120 -0.02 -0.04 -0.08 18.11 0.06 13.11 26. horn FAX: (262) 252-3134 Wind CA CS CM FA FS FM Vx Vz OTMx OTMz Torque Azimuth deg K K K K K kip-ft kip-ft kip-ft 0 0.46 20.001280 -0.00 0.75 -32.83 0.07 0.97 -4.87 -0.11 -0.66 28.08 0.46 20.14 0.0000 0.03 -6.54 210 0.001950 -0.77 .77 30 0.20 -0.05 0.31 -18.000420 -0.12 0.55 -18.07 -0.001950 0.14 40.00 -0.17 30 0.001040 -0.96 -11.10 -20.001770 0.20 -0.10 -19.01 0.With Ice Wind Vx Vz OTMx OTMz Torque Azimuth deg K K kip-ft kip-ft kip-ft 0 -0.09 0.12 0.48 -0.001330 0.05 0.10 -20.06 -0.14 1. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.07 16.001770 0.96 240 0.000340 0.000700 0.06 0.000890 0.58 -31.15 -30. 5'1-3/16'' 1.83 210 -0.000404 -0.07 0.08 0.000132 -0.14 40.17 -0.09 -0.29 2.000000 0.03 -0.08 -0.000890 -0.65 180 -0.10 -0.01 2.00 0.05 -9. 12612 W.001070 -0.48 0.001070 0.00 150 0.42 180 -0.000340 0.05 12.09 0.07 15.00 150 -0.00 150 -0.17 -35.04 0.00 -0.05 -9. inc.09 0.12 -0.03 -0.06 -0.000700 -0.05 0.

98 -20.40 -12.No Ice 87.60 11.90 -6089.69 3409.60 38.35 22.19 -39.000277 0.Ice 126.05 -0.37 13.45 5969.22 0.05 -0.62 Force Totals Load Total Sum of Sum of Sum of Sum of Sum of Torques Case Weight Forces Forces Overturning Overturning X Z Moments.13 0.25 -0.Ice 126.52 Gusset Weight 3.03 -22.00 150 0.91 -22.No Ice 87.43 -3285.78 -0.03 -45.00 330 -0.06 -13.07 -0.04 10.03 -49.85 Wind 180 deg .03 -6.17 -0.No Ice 87.59 -23.06 Wind 270 deg .22 0.63 240 -0.01 44.00 -0.Ice 126.74 3711.04 18.60 -23.Ice 126.11 0.No Ice 87.83 Wind 0 deg .64 0.76 0.07 16.84 -22.06 39.14 Wind 150 deg .60 -0.37 13.34 Wind 210 deg . Mill Road Example 18:26:48 01/28/03 Menomonee Falls.86 Bracing Weight 40.09 0.60 -46.07 -0.93 Wind 240 deg .000000 0.19 -21.01 41.63 3520.Elevation 218 .63 60 0.85 3280.19 36.Ice 126.09 0.19 21.14 Wind 30 deg .97 5640.97 -4.35 22.35 6451.Ice 126.13 27.Ice 126.06 39.18 Wind 90 deg .001050 0.99 -6109.No Ice 87.86 6053.42 -6924.No Ice 87.82 6412.39 23.No Ice 87.02 -0.69 -3273.10 -39. horn FAX: (262) 252-3134 Andrew 4' w/Radome .83 -5947.00 -0.20 Wind 150 deg .93 Wind 60 deg .01 -15.38 36.21 -20. Mx Moments.36 7039. Job Page ERITower Free-Standing Tower Demo 53 of 80 Project Date C-Concepts.03 8.11 -0.42 Wind 30 deg .06 -0.31 Wind 0 deg .06 -0.85 24.64 0.91 Wind 330 deg .60 42.20 -0.86 12.001050 -0.18 -22.00 0.13 -0.10 0.47 -20.60 -0.93 6855.11 -23.No Ice 87.00 1.62 300 -0.06 13.42 120 0.001950 -0.71 .28 6.000277 0.47 -3449.54 -3463.No Ice 87.77 30 0.43 0.02 -20.66 0.62 Dish Totals .89 3.78 -23.No Ice 87.72 3415.06 -0.27 -0.31 3512.70 3703. inc.41 23.05 9.11 -0. Mz K K K kip-ft kip-ft kip-ft Leg Weight 33.06 -13.24 -7022.79 21.60 46.11 12. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.66 Wind 120 deg .01 -30.54 210 -0.26 0.002210 0.60 -23.00 330 0.94 -6565.From Leg B Wind CA CS CM FA FS FM Vx Vz OTMx OTMz Torque Azimuth deg K K K K K kip-ft kip-ft kip-ft 270 0.Ice 126.43 0.60 -39.54 -20.33 -37.33 Total Member Self-Weight 74.11 -23.09 0.54 90 0.19 -0.65 -5582. Inc.Ice 126.83 -11.00 -0.25 -3498. 12612 W.63 Wind 120 deg .42 180 -0.10 -20.75 0.85 -3512.20 Wind 60 deg .No Ice 87.55 -5973.00 1.57 0.29 2.19 -0.07 Wind 210 deg .83 0.20 Wind 240 deg .60 23.12 0.46 5974.62 19.92 6066.001950 0.19 -13.60 22.19 21.07 -12.05 0.52 0.24 Member Ice 24.No Ice 87.45 -11.01 -12.06 0.19 42.90 -32.11 -0.71 -0.13 -0.92 -3255.96 -11.77 270 -0.00 0.05 Wind 180 deg .13 27.99 22.38 37.05 12.05 0.Service Wind Vx Vz OTMx OTMz Torque Azimuth deg K K kip-ft kip-ft kip-ft 0 -0.02 5651.46 -7460.25 Wind 90 deg .06 -12.62 300 0.36 Gusset Ice 0.41 23.60 -42.99 -39.01 -0.19 39.19 -0.23 Wind 300 deg .16 -6452.05 -0.000000 0.78 -11.85 24.48 -0.00 -5711.09 -2.

36 -3099.01 23.35 Wind 300 deg .60 -11.Service 87.00 22.11 Wind 330 deg .55 11.34 3096. 1 Dead Only 2 Dead+Wind 0 deg .Service 35 Dead+Wind 240 deg .13 1790.50 -1759.41 -37.60 23.43 0.05 Wind 180 deg .Service 28 Dead+Wind 30 deg .Service 34 Dead+Wind 210 deg .16 Wind 330 deg .Service 87.18 3290.52 0.60 -23.No Ice 11 Dead+Wind 270 deg .17 Wind 210 deg .Service 36 Dead+Wind 270 deg . WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.92 6.23 -6.38 6.Service 30 Dead+Wind 90 deg .16 -3292.60 -19.86 12.00 -0.61 3287.93 -12.Service 87.Ice 126.60 11.No Ice 5 Dead+Wind 90 deg .60 11.86 12.Service 29 Dead+Wind 60 deg .04 -1793.47 -3583.Service 87.77 20.Service 33 Dead+Wind 180 deg . Job Page ERITower Free-Standing Tower Demo 54 of 80 Project Date C-Concepts.Service 87.62 1901.30 5599.07 Wind 30 deg .25 Load Combinations Comb.36 3047.56 2.Ice 126.23 -3798.37 3103.41 -3035.45 1795.87 -6.Service 87.56 -0.No Ice 3 Dead+Wind 30 deg .No Ice 10 Dead+Wind 240 deg .No Ice 8 Dead+Wind 180 deg . Mz K K K kip-ft kip-ft kip-ft Wind 270 deg .01 -33.65 -10.60 -21.Service 87.16 -0.85 Wind 300 deg . Mill Road Example 18:26:48 01/28/03 Menomonee Falls. Description No. 12612 W. Mx Moments.No Ice 6 Dead+Wind 120 deg .60 19.44 12.08 -5727.13 3590.Service 87.38 6575.Service 87. Inc.73 -20.47 -1752.00 1.22 Wind 240 deg . inc.No Ice 4 Dead+Wind 60 deg .02 -25.30 10.86 11.92 -11.19 -36.Service 87.82 -0.No Ice 13 Dead+Wind 330 deg .Service .41 -3109.31 -20.79 -20.Service 87.No Ice 9 Dead+Wind 210 deg .No Ice 12 Dead+Wind 300 deg .90 -11.47 20.85 -11.Ice 126.96 -3266.60 -0.05 Wind 120 deg .60 1897.Service 37 Dead+Wind 300 deg .26 Wind 270 deg .Service 87.60 -0.22 Wind 60 deg .60 21.76 20. horn FAX: (262) 252-3134 Load Total Sum of Sum of Sum of Sum of Sum of Torques Case Weight Forces Forces Overturning Overturning X Z Moments.36 Wind 0 deg .60 -11.19 -21.Service 31 Dead+Wind 120 deg .33 Wind 90 deg .19 -42.Service 32 Dead+Wind 150 deg .92 3505.No Ice 14 Dead+Ice 15 Dead+Wind 0 deg+Ice 16 Dead+Wind 30 deg+Ice 17 Dead+Wind 60 deg+Ice 18 Dead+Wind 90 deg+Ice 19 Dead+Wind 120 deg+Ice 20 Dead+Wind 150 deg+Ice 21 Dead+Wind 180 deg+Ice 22 Dead+Wind 210 deg+Ice 23 Dead+Wind 240 deg+Ice 24 Dead+Wind 270 deg+Ice 25 Dead+Wind 300 deg+Ice 26 Dead+Wind 330 deg+Ice 27 Dead+Wind 0 deg .20 0.No Ice 7 Dead+Wind 150 deg .33 Wind 150 deg .05 -1785.

12612 W.01 T3 260 .03 0.15 -0. Description No.00 Max.02 0. Compression 3 -1.03 0.220 Leg Max Tension 12 34. Mx 8 22.97 0. Vy 8 -0.01 0. My 5 -2.00 0. ft Type Load Moment Moment Comb.97 0.00 0. My 16 -2.03 0.15 0.45 -0.57 0.00 Max.00 Horizontal Max Tension 9 0.18 Diagonal Max Tension 3 1.03 0.86 0.04 0.90 -0.00 0.00 Top Girt Max Tension 6 0. horn FAX: (262) 252-3134 Comb.00 Max.01 Max.01 -0.00 Max.03 -0.00 0.19 0. Mx 23 -0.18 -0. My 18 -0.03 0.03 0.94 0.00 0.01 Max.00 Max. Vy 16 0.00 0.50 0.38 0.67 0.00 0.32 -0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts. Compression 2 -6.02 Max.12 -0.42 -0.01 0. My 7 -1.00 Max.01 Max.03 -0.23 -0.240 Leg Max Tension 12 23.03 -0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.00 Max.02 0.02 -0.01 Max.01 -0.00 0.00 0.00 Max.00 0.40 0.03 0.24 0.43 0. Mx 6 -3. Vx 11 -0. My 15 1.12 0. Mx 14 -0.22 0.44 -0.36 -0. Compression 2 -44.00 Max.19 -0.00 0.00 Max.44 0.08 0.04 0.00 T2 280 .05 0.00 Max.76 -0.46 Max. Vy 26 -0.19 0.04 0. Mx 25 1. Vx 13 0.00 Max. K kip-ft kip-ft T1 300 . Mx 6 -16. Mx 26 -3.260 Leg Max Tension 12 13.00 Max.01 Max. Compression 9 -4.00 T4 240 .01 -0.00 0. Compression 9 -1.02 0.02 -0.00 Max.00 Inner Bracing Max Tension 10 0.54 0.14 0.02 -0.00 Max.00 Max.96 0.00 0.00 Max.00 Max.03 Max.02 -0.00 Max.03 -0. Inc.00 0.15 0. Vy 18 0.17 0. Force Major Axis Minor Axis No.12 -0.23 -0. Compression 23 -0.56 0. Vy 4 -0.00 0.00 0.18 Max.82 0.00 . Mx 15 0.57 Max.00 Max. 38 Dead+Wind 330 deg .00 0.33 0.02 -0. Compression 10 -0. Vx 7 -0. Compression 10 -16.58 -0.01 Max.18 Max.02 Max.01 Max.00 0.08 0.00 Max. My 5 -3.21 0.00 Diagonal Max Tension 9 1.00 Max.00 0. Vy 26 0.00 Max. Vy 6 -0.280 Leg Max Tension 12 4. Mx 8 28.00 Max.Service Maximum Member Forces Section Elevation Component Condition Gov.01 Max.14 0.37 Diagonal Max Tension 9 2.39 -0. Vy 25 0.22 0.45 -0.61 0. Vx 11 0. Compression 9 -2. Compression 4 -0.93 -0.03 0.02 0.00 Max.85 0. inc.24 Diagonal Max Tension 9 3.53 0.12 0.00 Max.97 -0. Compression 2 -29.02 0. Vy 8 0.56 0.00 Max. Job Page ERITower Free-Standing Tower Demo 55 of 80 Project Date C-Concepts. Mx 16 1.00 -0. Mx 16 0. Vy 15 -0.00 0.

Compression 2 -0.06 -0. Mx 15 0. Vy 15 0.65 0.04 0.05 0. Compression 19 -0.00 Max.05 0. My 5 -7. Mx 15 0.05 0.00 Inner Bracing Max Tension 2 0.00 Max. My 5 -9.00 0.07 -0.00 0.35 -0.27 0.00 Max.02 0.74 -0. Compression 26 -0. K kip-ft kip-ft Max.88 0.27 Max.00 Max.04 0.00 0.00 0. Vy 23 -0. Compression 2 -79.03 -0. Vy 15 -0. My 5 -9. Vx 5 0. 12612 W.00 -0.00 Max.08 0. Mx 2 -79. Inc.34 Diagonal Max Tension 9 4.22 -0.03 -0.00 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.01 0.00 0. Vy 15 -0.19 -0.00 Horizontal Max Tension 7 0. Vy 26 -0.00 -0.00 Max.00 Max.04 -0. Compression 9 -5.01 -0.26 -0.00 0.62 -0.01 0.00 Horizontal Max Tension 13 0.00 Max.05 0.00 Max.01 0. Mx 26 -4.19 -0. Mx 15 -0.00 Max.26 -0.02 -0.00 Max.10 0. Compression 9 -4.26 -0.30 -0. Mx 26 3. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.52 0.03 -0.08 -0.27 0.00 Max.00 0.00 Max. Vy 6 0.14 0.00 Max. Compression 15 -0.67 -0.08 -0.42 -0.06 0.00 0.00 T6 200 .00 0.38 -0.00 Max.22 0. My 5 -5.00 Max. horn FAX: (262) 252-3134 Section Elevation Component Condition Gov.08 0.00 Max.00 0.00 Max.31 0. Vy 10 0.00 Max.13 -0.01 Max.20 0. Job Page ERITower Free-Standing Tower Demo 56 of 80 Project Date C-Concepts.180 Leg Max Tension 12 62. ft Type Load Moment Moment Comb.21 -0. Vx 5 -0.00 0.06 -0.49 Max.80 0.12 0.01 Max.00 T7 180 .00 0. Compression 2 -98.37 0.00 0.00 0.00 Max.83 -0.19 0. Mx 15 0. Force Major Axis Minor Axis No. Compression 6 -0.00 Max.35 -0.22 -0. Compression 2 -61.26 0.04 -0.00 Max.24 -0.02 0.00 Max.04 0.00 Max.03 0.05 0.32 -0. Compression 2 -117.34 Max.00 Max.08 0.35 0.01 Max. Vy 26 -0.03 -0.00 Horizontal Max Tension 7 0.00 Max. Vy 10 0. Mx 2 -61.08 0.04 -0.04 0. Mx 26 -5.96 0.46 0.49 Max. Mx 2 -98.00 -0.31 0.00 Max. Mx 15 -116.49 Diagonal Max Tension 9 5. Vx 2 -0.00 0. Compression 9 -4.03 0.00 Max.00 0.08 -0.01 0. inc.01 Max. Mx 22 -0.71 -0.56 0.05 0.26 0.00 Max.03 -0.31 0.200 Leg Max Tension 12 48. Vy 15 -0. Compression 6 -0.00 Max.02 Max.00 Max.00 0.00 Inner Bracing Max Tension 6 0.00 Max.00 Max.04 0.01 0.00 T8 160 .04 0.04 0.23 Diagonal Max Tension 9 4.00 Max. Vy 15 -0.54 0.00 0.65 -0.00 Max.24 -0.140 Leg Max Tension 12 90.04 -0.03 0. Vy 26 0. Mx 15 -0.00 Max.49 .00 0.160 Leg Max Tension 12 76. Vy 15 -0.06 -0.00 0.27 0. Vx 11 0.00 0.00 Max.00 0.00 T5 220 .00 Inner Bracing Max Tension 6 0.00 Max.05 -0. Vy 10 -0.30 -0.48 0.

14 -0. Compression 25 -0.35 -0.00 0. My 2 5. Vy 2 -0.85 -0.00 Max.15 0.07 -0.00 T9 140 . WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.00 0.00 Max. Job Page ERITower Free-Standing Tower Demo 57 of 80 Project Date C-Concepts.11 -0.98 0.00 0.02 0.13 -0.95 0.13 -0.00 0.00 0.00 Max. Vy 15 0. Vy 23 -0. My 25 0.00 0.00 0.58 -0.00 0.44 0.32 -0.00 0.00 0.00 Max.13 -0.05 Max. Vy 23 0.13 0. Vy 24 -0.00 0.21 -0.00 Horizontal Max Tension 12 0. Vx 11 0. Compression 2 -1.06 0.65 -0.00 Max.02 -0. Compression 2 -1.01 Max.01 0.17 0. My 19 0.05 0.00 Inner Bracing Max Tension 6 0.01 0.00 0. Compression 26 -0.01 0.01 0.59 Diagonal Max Tension 9 7.47 0.85 -0.70 -0.05 0. Mx 20 -5.00 Max.00 Max. Compression 9 -8.00 0.20 0.02 0.19 -0. Mx 25 0.00 Max.14 0. Force Major Axis Minor Axis No.00 0. Mx 2 -130.120 Leg Max Tension 12 100.00 Max. Compression 6 -0.17 0. Compression 13 -0.00 Max.00 -0.00 Bracing Max. Compression 2 -152.32 0.00 0.01 Max. K kip-ft kip-ft Diagonal Max Tension 9 5. Vy 15 -0. Vy 2 0. Vy 15 0.56 0. Inc. Vx 11 0. Vy 20 -0. Vy 25 -0.00 Max.00 Redund Diag Max Tension 2 1.01 0.16 -0. Vx 15 -0. Compression 9 -8.02 0.15 0.28 0.02 0.00 Max.93 0.00 Max.67 0.00 Max.00 Redund Hip Bracing Max Tension 2 0.65 Max.34 0. Vy 19 -0.00 Max. Compression 9 -6.72 0.38 0. Mx 23 7. ft Type Load Moment Moment Comb.03 0. 12612 W.11 -0.01 0.05 -0.34 0.19 -0.00 Max.04 Max.13 -0.86 -0.00 Max.08 -0. My 11 -15. Mx 17 -0. Compression 19 -0.05 -0. inc.00 0.00 0.35 0.00 0.00 0.00 0.29 -0.06 0.00 Max.66 -1.01 Max.00 0.100 Leg Max Tension 12 115.01 -0.00 Max.32 -0.04 Max.00 0.00 0.38 0. Mx 15 0. Mx 19 1.03 0.00 Inner Bracing Max Tension 13 0. horn FAX: (262) 252-3134 Section Elevation Component Condition Gov.00 Max. Mx 15 1. Mx 18 0.00 0.01 -0.00 Max.00 Horizontal Max Tension 12 0.98 0.02 Max. Mx 16 -0. Mx 23 5.98 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.00 0. Compression 2 -131.17 0. Mx 2 -151. Vy 16 -0.74 -0.04 Max.54 1.00 Max.11 0.00 0.15 0.01 Redund Horz Max Tension 2 1.00 Max.05 Max.35 -0.14 -0.65 Diagonal Max Tension 9 8.05 Max.00 0.06 0. My 11 -12.00 Max.01 Max.53 1.73 -0.03 0.93 -0.01 Max.13 -0.59 Max.18 -0.00 T10 120 . My 2 7.00 Max.63 0.00 Max.00 Max.00 Max.00 Max.13 -0.56 0.07 0.00 Max.00 Bracing Max.72 0.18 -0.00 Horizontal Max Tension 7 0. Vx 15 0.00 .02 0.

02 0.02 0.28 0.06 -1.00 0.00 0.09 -0.68 -0.01 . Vx 11 0.01 Max.01 0. Vx 15 -0.60 Leg Max Tension 12 144.64 -0.66 -0. My 11 -16.00 0.10 -0. Vy 25 -0. Force Major Axis Minor Axis No.00 Max. My 23 0.67 0. Compression 6 -0.11 0.59 0.03 0.01 Max.00 Redund Hip Bracing Max Tension 2 0.50 0. Vy 25 0.24 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.02 0.00 Max. Mx 17 -0.00 Max.00 0.00 Max.65 0.78 1.38 0.00 Max.00 0.65 Max. Mx 2 -192.30 -0. Compression 19 -0.61 -0.00 0.01 -0.01 0.03 0.14 -0. inc.20 -0.00 Max.02 0. Mx 22 -0.02 0. Mx 25 -0.00 0.19 -0.01 0.00 Bracing Max. Compression 2 -172.00 Max.00 T12 80 . Vy 20 0.29 0. Mx 15 0.00 0. Compression 25 -0. Job Page ERITower Free-Standing Tower Demo 58 of 80 Project Date C-Concepts.00 Max.02 0.08 -0.07 0.00 0.00 Max.00 Max. Mx 14 0. Mx 2 -171.04 Max.16 -0.14 -0.00 Max.21 0. Vy 2 -0. ft Type Load Moment Moment Comb. Inc.67 -0.00 0.05 -0.01 Max.00 Redund Diag Max Tension 2 1.06 -0.00 0.07 0.00 Bracing Max.29 0. Mx 22 -0.01 Max. Mx 17 -0.00 Max.02 0.83 -0.00 Max. Mx 17 -0.00 Inner Bracing Max Tension 6 0. Compression 2 -1.59 0. K kip-ft kip-ft Max.01 -0.00 Max.00 0.00 Max.00 Max.70 -0.20 0. Compression 2 -194.00 Max.00 Redund Hip Bracing Max Tension 2 0. Vy 17 0.02 0. Compression 19 -0. Vy 25 0.04 0. My 11 -20. Compression 9 -9.00 Max.02 0.00 0. Compression 6 -0.01 0.00 T11 100 .25 -1. Vy 26 0.00 Max.19 1.20 -0.00 0. Mx 21 0. My 2 6. Compression 2 -2.00 Max.20 0.00 Max.00 0.47 -0. Mx 23 6. Vy 20 0.18 0.00 -0. 12612 W.18 -0.20 0.04 0.07 0.01 0.00 Max.04 Max.57 Diagonal Max Tension 9 8.00 0.00 Max.43 0.28 0. horn FAX: (262) 252-3134 Section Elevation Component Condition Gov.00 Max.01 -0.00 Max.00 Inner Bracing Max Tension 6 0.00 0. Vy 23 0.00 0.50 0. My 23 0.00 0.57 0.00 Max.00 Bracing Max.00 0.00 Max. Compression 2 -2.00 0.12 -0.00 0.01 0.00 Max.01 Max.00 Redund Horz Max Tension 2 2.00 Max.17 -0.12 0.65 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls. Vy 17 0.01 -0. Vy 14 0.00 0.01 -0.80 Leg Max Tension 12 129.58 1.03 0.01 Redund Horz Max Tension 2 2.03 0.28 0. Mx 14 0.00 0. Compression 25 -0.04 Max.00 0.00 0. Compression 2 -1.37 -1.14 -0.23 -0.20 0.00 Redund Diag Max Tension 2 1.00 Horizontal Max Tension 12 0.01 Max. Vy 15 -0.00 Bracing Max.21 0.56 0.00 0.00 Max.

WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.13 -0.03 Max.00 0. Vy 23 -0.62 -0.00 Max.00 . Mx 21 -0.37 0.00 0.01 0. Force Major Axis Minor Axis No.00 Max.00 Max.96 0. Mx 23 7. Mx 25 -0.00 Max.14 -0. Vy 23 0.00 0.00 Bracing Max.00 Max.01 -0. Mx 15 0.01 Max.26 -0. Vx 15 0.04 0.01 Max.00 0.67 0.00 Max.66 0.01 Max.92 0.04 0.01 Diagonal Max Tension 9 9. Vy 26 -0.32 0.61 -0. Mx 23 7.99 -0.36 0.00 0. Compression 25 -0.00 0. Compression 2 -2. Mx 25 -0.02 0.24 0. Vy 2 -0.00 Max. Vy 2 -0.00 0.49 -0.02 0.01 0.06 -0.40 Leg Max Tension 12 158.32 0.00 0. Mx 26 -0.51 -0.20 0.00 Max.00 0.64 1.04 -0.37 0.13 -0.00 Max.00 Max.52 -1.01 0.00 Max.01 Redund Horz Max Tension 2 3.61 1.11 -0.00 0. Mx 15 0.02 Max.52 -0.32 0. Vx 11 0.00 Horizontal Max Tension 7 0.00 T13 60 . Vy 19 0.37 0.37 0.12 0.00 0.00 Redund Hip Bracing Max Tension 2 0. Compression 2 -1. Compression 9 -10.00 0.19 -0. ft Type Load Moment Moment Comb.01 Max.01 0.00 0. Vy 25 0. My 11 -20.00 Redund Diag Max Tension 2 1. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.22 0.00 Max. Vy 25 -0. Mx 15 0.00 Max.01 Diagonal Max Tension 9 9.25 -1.00 0.00 Bracing Max. Compression 6 -0. Compression 9 -9. Mx 2 -213.96 0.00 Max.31 -0.01 Redund Horz Max Tension 2 2.04 0.22 0. My 23 0.00 Bracing Max.85 -0. Mx 26 -0. Compression 2 -3.00 Max.12 1. inc.88 -0.15 -0.01 0.16 -0.00 Max.02 0.01 Max.00 Max.00 Max.25 -1.01 Max.25 -1.04 0. Vx 15 0. K kip-ft kip-ft Max.07 0.00 0.24 0. Vx 11 -0. Compression 19 -0.04 Max.00 Max. 12612 W. Compression 6 -0.49 0.01 0. Mx 19 0.00 0.19 -0.02 0. Vy 15 0.08 -0.04 Max.05 0.00 Max.02 0.53 -0.00 0.00 Redund Hip Bracing Max Tension 2 0. Compression 2 -214. My 23 0.42 -0. Vy 15 0.00 Horizontal Max Tension 7 0.12 -0.00 0.02 0.00 0.38 -0.38 0.01 Max.00 Max.00 Bracing Max. Vy 19 0.00 0.11 -0. My 2 7.01 Max. Vy 15 0.00 0.11 0.01 Max.80 -0.04 Max.00 Max.09 0.64 -0.00 Max.81 0. Compression 25 -0.81 0.04 Max.00 0.05 0.32 0. Job Page ERITower Free-Standing Tower Demo 59 of 80 Project Date C-Concepts.20 0.00 0.01 0.03 Max. My 2 8.02 0.15 -0. Inc.01 Max. horn FAX: (262) 252-3134 Section Elevation Component Condition Gov.00 Inner Bracing Max Tension 6 0. Compression 2 -1.92 0.06 -0.14 -0.00 0.00 Redund Diag Max Tension 2 1.15 -0.01 -0.

71 0. Mx 14 -0.00 0.11 -0.02 Max.00 0.64 0.09 -0. My 23 0.02 Redund Horz Max Tension 2 3.16 -0.00 Max. Vy 2 -0. Force Major Axis Minor Axis No.05 0. Vx 23 0.17 -0.60 -0.00 0.14 Max. Vx 25 -0. Compression 2 -3.00 0.44 -0. Vy 2 -0.33 -1.65 1.08 -0. Mx 15 0.00 Max.64 0. Vy 25 0. horn FAX: (262) 252-3134 Section Elevation Component Condition Gov.78 1.00 Max.02 0. Mx 17 1. Vy 26 -0.59 0.00 0.02 0.00 0.14 Max.03 Horizontal Max Tension 12 0.59 0.01 0.02 0.02 Redund Horz Max Tension 2 3. Compression 9 -10.56 0.67 0. Compression 6 -11.00 Max.00 Max.62 -0.00 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.00 Max.00 Max.03 Max.20 Leg Max Tension 12 173. Vy 17 -0.00 -0.69 -0.01 0.69 -0.13 0. Mx 15 -233.58 0.00 Max. Vx 11 0.00 Max.16 -0.00 0.17 0.21 0.78 -0.91 -0.04 Max.31 -0.00 Bracing Max.53 0.00 0. Vx 11 -0. K kip-ft kip-ft Max.14 0.16 -0.01 Max.83 -0.64 0.00 0.00 Max.47 0. Vy 16 0. Mx 14 0. Vy 26 0.03 -0.03 Max. Compression 2 -237.00 0.00 T15 20 .14 Diagonal Max Tension 9 9.02 Max.09 0.08 -0.33 -1.01 -0.00 0.20 0.76 -0.02 0.00 Max.59 0.02 Max.03 Max.00 Max.01 -0. Mx 15 0.91 -0.00 0. Mx 15 -251. Vy 15 -0.00 Bracing .01 Max.33 -1.21 0.01 0.06 0.00 Bracing Max. Compression 6 -0.18 0.00 0.00 0.00 Max.00 Inner Bracing Max Tension 6 0. My 2 8.05 0.42 -1. Compression 2 -258. inc. Job Page ERITower Free-Standing Tower Demo 60 of 80 Project Date C-Concepts.01 Max.00 0.00 Max.14 Diagonal Max Tension 9 10. Vy 19 0.01 -0. Compression 19 -0. Mx 19 8.02 0.00 Max.13 -0.02 Max.00 Redund Diag Max Tension 2 2.00 0. 12612 W. Compression 2 -2.00 0.00 Max.20 0. Compression 19 -0.01 -0. Vy 15 0.03 Max.15 -0.01 Max.00 0.18 -0.00 0.00 -1.74 -1.40 0.02 Max. Vy 19 0.59 0.03 Max.33 -1. Inc.05 0.02 -0.02 0.60 -0. Vx 15 0. My 2 9.27 0.08 -0.00 Max.00 Max.67 0.41 0.64 -0. Compression 25 -0. Mx 25 -0.00 T14 40 .00 Horizontal Max Tension 7 0.02 Max.00 0.01 0.88 0.00 0.56 -0.00 Max.18 -0.00 Inner Bracing Max Tension 6 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.13 0.19 -0.00 0.48 0. My 11 -25.37 0. ft Type Load Moment Moment Comb.00 Max.20 -0.01 0. Mx 19 9.92 -0. Compression 6 -0. My 23 0.03 Max.00 Max. My 11 -27.48 -0.03 Max. Mx 15 0.01 Max.00 Redund Hip Bracing Max Tension 2 0.00 Max.0 Leg Max Tension 12 186.56 0. Vx 23 -0. Vy 19 0.

Hz 8 -190. 12612 W.03 0.40 Min. Vertical Horizontal.83 -5947.00 0.00 1.83 -11. K kip-ft kip-ft Max.00 Dead+Wind 0 deg .52 0.15 0.20 .00 -13.24 -7022. Vert 8 -190.85 -3512.00 Max.00 Leg B Max. Mx 24 0. Compression 19 -0.01 44.90 -6089. Compression 2 -2. Vy 15 -0.31 20.31 3512.52 0.49 0.59 -4.10 0.01 Leg A Max.03 -49.01 -16.01 -16.81 27.00 0.35 -20. Vert 6 267.No Ice 87.00 Max.00 -16.01 0.86 6053.81 27.40 Max.28 0. Compression 25 -0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.No Ice 87.85 24.60 23. Hx 6 267.00 Maximum Reactions Location Condition Gov.20 Dead+Wind 150 deg .01 Max.00 0.40 -12.00 Max. Vert 12 -192.74 3711. Hz 10 267.02 0.60 0. inc.62 Min.00 Bracing Max.01 -12.01 -23. Mx 20 -0.27 12.63 Max.15 Min.00 0.No Ice 87. Inc.67 0.85 Dead+Wind 180 deg .00 Redund Diag Max Tension 2 2. Hx 12 -192.00 0.60 -0.No Ice 87.59 -23.25 2.46 -7460.00 0.87 12.00 0.49 0.00 Inner Bracing Max Tension 6 0. Vy 14 -0. Hz 3 -165.94 -27. Hz 2 268.99 -39.28 6. Z Load K K K Comb.07 Min.00 0.00 -16.00 0.63 Dead+Wind 120 deg .No Ice 87. Vy 24 -0.11 12.00 -16.71 -0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.25 Dead+Wind 90 deg .00 0.00 -0.59 16.88 0.01 -16.00 Max. Vert 10 267.No Ice 87.31 20.00 Max. Mx 15 3. Leg C Max.00 31. Job Page ERITower Free-Standing Tower Demo 61 of 80 Project Date C-Concepts.60 42. Force Major Axis Minor Axis No.No Ice 87.01 Min. Vy 20 -0.67 0.58 Tower Mast Reaction Summary Load Vertical Shearx Shearz Overturning Overturning Torque Combination Moment.06 0.34 Dead+Wind 210 deg .02 0.00 Max.94 -27.00 Max.07 Min. Hz 6 267. Mx 14 0. Vert 4 -191.92 6066. Hx 5 29.35 12.06 39.20 Dead+Wind 60 deg . X Horizontal.94 -27.11 Max.60 46.28 0. Hx 4 -191.35 -20. horn FAX: (262) 252-3134 Section Elevation Component Condition Gov. Mx Moment.16 -6452. Hx 10 267.27 12.01 0.05 0. Mz K K K kip-ft kip-ft kip-ft Dead Only 87.58 Min.02 0.81 27.47 -3449.00 0.25 -3498.80 12.98 -20. Vert 2 268.35 12. Compression 2 -3.00 Max.18 -22.60 22.11 Min. ft Type Load Moment Moment Comb. Hx 11 29.00 31.00 Max.63 -16.00 0.60 -0.00 Max.05 0.67 -0.60 38.01 -23.06 39.91 -22.66 0. Hz 13 -166.14 Dead+Wind 30 deg .00 Redund Hip Bracing Max Tension 2 0.00 0.00 Max.24 2.00 Max.69 4.82 -0.66 0.93 6855.60 -23.No Ice 87.19 Min.00 0.

35 126.00 0.00 -32.Service 87.00 -14.60 -44.27 11.69 -3273.60 -39.000% 5 46.19 -36.000% 17 36.24 Dead+Ice 126.01 126.72 3415.54 39.78 -23.60 19.60 22.10 87.64 6.No Ice 87.00 0.84 -22.Service 87.38 126.86 12.02 5651.93 0.85 -87.99 0.60 -0.Service 87.02 -21.69 3409.60 39.60 -46. K K K K K K 1 0.97 5640.14 Dead+Wind 150 deg+Ice 126.86 0.000% 7 23.35 126.94 -10.35 -126.63 3520.85 Dead+Wind 300 deg .54 0.36 Dead+Wind 0 deg .35 -126.08 -5727.00 -21.37 3088.60 -23.54 -20.41 -3123.92 0.60 -11.000% 13 -23.05 Dead+Wind 120 deg .79 3048.19 36.60 23.00 0.19 0.38 126.38 6575.22 Dead+Wind 240 deg .73 -3292.21 126.71 Dead+Wind 270 deg+Ice 126.62 1886.No Ice 87.90 0.21 -20.03 -126.79 -20.69 39.01 42.55 3591.45 5969.07 Dead+Wind 210 deg+Ice 126.000% 23 -39.Service 87.35 0.10 87.99 -87.73 -20.000% 14 0.23 -3812.000% 9 -23.36 6451.10 -87.33 -37.03 -87.01 -42.18 Dead+Wind 90 deg+Ice 126.19 22.Service 87.000% 11 -46.76 20.38 36.89 3.60 21.60 -39.19 87.01 23.60 0.38 37.99 -6109.01 87.19 41.19 -39.00 0.91 Dead+Wind 330 deg .60 24.65 -5582.52 0.01 0.10 6. Mz K K K kip-ft kip-ft kip-ft Dead+Wind 240 deg .75 -126.19 -37.19 -42.01 -33. Job Page ERITower Free-Standing Tower Demo 62 of 80 Project Date C-Concepts.02 10.19 37.Service 87.03 87.92 0.74 0.91 -87.15 -6.03 -87.00 -12.000% 3 22.97 0.05 Dead+Wind 180 deg+Ice 126.93 0.00 -5711.19 45.19 -20.47 -38.19 42.000% 20 21.19 -37. Inc.47 20.000% 22 -21.60 0.60 1882.60 44.70 42.000% 10 -42.000% 6 42.01 -87.06 87.62 19.86 12.000% 15 -0.06 87.51 -6.35 22.000% 18 42.19 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.36 -3113.10 -39.60 -0.54 -3463.26 Dead+Wind 270 deg .55 -5973.41 -37.33 -126.Service 87.02 -25.19 21.85 24.60 39.30 5599.10 -87.61 -1792.35 Dead+Wind 300 deg+Ice 126.82 0.60 22.06 Dead+Wind 270 deg .70 0.00 -87. Mx Moment.97 21.16 Dead+Wind 330 deg .000% 24 -42.39 23.01 41.19 -0.92 -23.60 -21.19 -21.17 Dead+Wind 210 deg .60 11.03 126.60 -39.19 39.85 3280.60 -22.96 -3583.56 -0.82 0.60 -39.19 0.19 -22.01 -15.86 23.96 -3266.21 -12.21 -126.82 6412.87 1796.000% 8 -0.60 0.93 Dead+Wind 60 deg+Ice 126.62 3287.93 Dead+Wind 240 deg+Ice 126.19 37.42 Dead+Wind 30 deg+Ice 126.Service 87.60 24.19 0.03 87.60 49.77 20.000% 21 -0.92 3490.03 -22.44 12.66 Dead+Wind 120 deg+Ice 126.31 -20.60 -24. horn FAX: (262) 252-3134 Load Vertical Shearx Shearz Overturning Overturning Torque Combination Moment.Service 87.82 -126.33 Dead+Wind 90 deg .000% 4 38.01 46.00 Dead+Wind 0 deg+Ice 126.72 -39.60 -39.71 1791.Service 87.78 -11.06 -87.60 -23.01 -30.27 -0. inc.19 -21.60 39.42 0.85 -87.19 -45.38 -126.58 11.03 -45.79 21.75 0.86 12.01 -46.00 -126.85 -11.42 -6924.60 11.75 126.92 -36.19 -0.11 Dead+Wind 330 deg+Ice 126.70 3703.98 3.42 0.50 -1773.00 0.22 Dead+Wind 60 deg .19 21.60 -24.75 3291.60 -49.15 0.92 -11.19 0.60 -11.60 0.19 20.19 22.82 126.19 -0.99 22.000% .19 -0.06 -87.19 -0.19 36.00 22.No Ice 87.19 -87.73 0.00 0.07 Dead+Wind 30 deg .47 0.Service 87.60 -0.000% 2 -0.72 0.85 87. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.33 Dead+Wind 150 deg .38 -126.91 87.Service 87.34 3081.60 -42.94 -6565.60 -19.19 -36.99 87.83 -3034.47 -1766.000% 16 21.82 -0.25 Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ % Error Comb.74 -42.01 -126.60 39.01 0.60 -22.99 23.60 11.09 -2.00 126.07 -12.60 -0.02 0.46 0.18 -11.43 -3285.46 5974.47 -1785.01 0.92 -3255.00 87.23 Dead+Wind 300 deg .36 7039.69 0.26 0.46 0.35 22.000% 19 39.52 0.76 0.000% 12 -39.85 87. 12612 W.19 -41.No Ice 87.90 -22.05 Dead+Wind 180 deg .19 -22.33 126.01 0.

85 -87.60 20.1933 0.1577 0.60 -12. Deflection Load ft in Comb.160 2.0124 87720 226'10-13/16'' PiROD 15' Universal T-Frame 27 4.1768 0.92 0.0133 T5 220 .73 87.359 27 0.120 1.60 0.76 -87.41 0.220 4.60 -0.0721 0.Service Wind Section Elevation Horz. horn FAX: (262) 252-3134 Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ % Error Comb.92 0.19 20.1331 0.1647 0.116 0.1635 0.50 0.36 0.374 27 0.37 -11.280 7.185 27 0.000% 36 -23.260 6. inc.60 11.41 11.60 11.96 36.279 27 0.79 87.1027 0.37 0.60 -0.1862 0.0139 0.77 87.000% 38 -11. K K K K K K 25 -36.000% Maximum Tower Deflections .1968 0.47 -19.02 -87.1790 0.60 21.08 21.08 0.56 -87.1612 0.00 23.484 0.0098 T7 180 .000% 26 -21.41 -126.1968 0.56 87.756 27 0.981 0.0061 T10 120 .34 0.000% 29 19.0424 0.180 3.86 -87.200 4.50 19.0207 737373 244' (4) 68000/68010 w/Pipe Mount 27 4.1494 0.60 -12.0007 Critical Deflections and Radius of Curvature .0868 0.79 -87.000% 31 21.761 0.0072 T9 140 .36 -11.203 27 0.0110 90205 Sector Mount 211'7-5/16'' PiROD 15' Universal T-Frame 27 3.0031 T13 60 .0276 0.052 27 0.23 0.86 87.1718 0.60 -11.140 2.937 0.85 87.000% 27 -0.73 -87.41 126.000% 37 -19.31 -126. Job Page ERITower Free-Standing Tower Demo 63 of 80 Project Date C-Concepts.0107 86220 Sector Mount .60 -20.60 20.76 87.0 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.0050 T11 100 .62 -21.60 20.0567 0.40 0.00 87.0139 97126 232' FR70-12-L2 27 4.608 27 0.1683 0.1175 0.Service Wind Elevation Appurtenance Gov. Inc.60 -20.240 5.000% 33 -0.0207 T2 280 . Mill Road Example 18:26:48 01/28/03 Menomonee Falls.0111 91095 216'8-17/32'' PiROD 15' Universal T-Frame 27 3.77 -87.19 37.0021 T14 40 .000% 28 11.19 -37.92 87.92 -87.0085 T8 160 .0113 T6 200 .1968 0.60 -20. Deflection Tilt Twist Radius of Load Curvature ft Comb. 12612 W.0115 91924 Sector Mount 218' Andrew 4' w/Radome 27 3.00 -23.000% 32 11.96 0.86 87.000% 34 -11.00 0.60 -20.60 12.20 0.60 0.200 27 0.0040 T12 80 .60 -25.02 87.203 0.86 -87.0166 T4 240 . Gov.203 0.60 25.1621 0. deg deg T1 300 .000% 35 -21.31 126.47 0.60 -11.52 87.19 -20. in deg deg ft 307'6'' Lightning Rod 2''x15' 27 7.708 27 0.60 12.60 0.60 0.62 0.34 11.0193 T3 260 .298 0.0119 89909 Sector Mount 221'9-19/32'' PiROD 15' Universal T-Frame 27 4.00 -87.00 0.60 22.374 27 0.23 0.936 0.565 27 0.60 -22.0207 737373 300' (3) ALP 8010 27 7.000% 30 23.913 27 0.100 1.80 0.52 -87.058 31 0.784 27 0.60 20. Tilt Twist No.0014 T15 20 .

786 0.400 0.0061 77302 Sector Mount 135'1-13/16'' PiROD 15' Universal T-Frame 27 1.0028 82929 Sector Mount 68'10-9/16'' PiROD 15' Universal T-Frame 27 0.0103 82537 Sector Mount 201'4-29/32'' PiROD 15' Universal T-Frame 27 3.0523 0. Job Page ERITower Free-Standing Tower Demo 64 of 80 Project Date C-Concepts.743 0.1105 0.0638 0. Deflection Tilt Twist Radius of Load Curvature ft Comb. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.255 0.821 0.638 0.0072 74251 Sector Mount 155'6-15/32'' PiROD 15' Universal T-Frame 27 2.379 0.904 0.526 0.0792 0.0082 76872 Sector Mount 170'9-31/32'' PiROD 15' Universal T-Frame 27 2.0030 106345 Sector Mount 73'11-3/4'' PiROD 15' Universal T-Frame 27 0. 12612 W.990 0.0414 0.296 0.276 0.938 0.0560 0.0055 77103 Sector Mount 124'11-13/32'' PiROD 15' Universal T-Frame 27 1.714 0.0085 77621 Sector Mount 175'11-5/32'' PiROD 15' Universal T-Frame 27 2.0079 75911 Sector Mount 165'8-3/4'' PiROD 15' Universal T-Frame 27 2.598 0.0035 90837 Sector Mount 84'2-1/32'' PiROD 15' Universal T-Frame 27 0.668 0.461 0.0075 74973 Sector Mount 160'7-9/16'' PiROD 15' Universal T-Frame 27 2.957 0.1180 0.0095 78162 Sector Mount 191'2-5/8'' PiROD 15' Universal T-Frame 27 3. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.1029 0.1542 0.345 0.0089 77844 Sector Mount 181'1/4'' PiROD 15' Universal T-Frame 27 2.595 0.0045 73977 Sector Mount 104'6-23/32'' PiROD 15' Universal T-Frame 27 0.0063 76525 Sector Mount 140'2-7/8'' PiROD 15' Universal T-Frame 27 1.487 0.085 0.353 0.0048 75293 Sector Mount 109'7-29/32'' PiROD 15' Universal T-Frame 27 1.0033 104082 Sector Mount 79'27/32'' PiROD 15' Universal T-Frame 27 0.1339 0.0092 77998 Sector Mount 186'1-7/16'' PiROD 15' Universal T-Frame 27 2.0040 73386 Sector Mount 94'4-7/16'' PiROD 15' Universal T-Frame 27 0.0598 0.420 0.081 0.217 0.1466 0.1067 0.1298 0.0050 76479 Sector Mount 114'9-1/8'' PiROD 15' Universal T-Frame 27 1. in deg deg ft 206'6-1/8'' PiROD 15' Universal T-Frame 27 3.1424 0.0020 52918 Sector Mount 53'7-3/32'' PiROD 15' Universal T-Frame 27 0.0023 55130 Sector Mount 58'8-5/32'' PiROD 15' Universal T-Frame 27 0.0377 0.0058 77311 Sector Mount 130'19/32'' PiROD 15' Universal T-Frame 27 1.833 0. inc.0755 0.095 0.0066 75608 Sector Mount 145'4-3/32'' PiROD 15' Universal T-Frame 27 1.0829 0.0025 66193 Sector Mount 63'9-3/8'' PiROD 15' Universal T-Frame 27 0.0907 0.1257 0.493 0.0867 0.0989 0.0948 0.0678 0.0053 76896 Sector Mount 119'10-3/16'' PiROD 15' Universal T-Frame 27 1.177 0.1505 0.1218 0.0019 65432 .0038 80561 Sector Mount 89'3-1/4'' PiROD 15' Universal T-Frame 27 0.0487 0. Inc.0069 74713 Sector Mount 150'5-9/32'' PiROD 15' Universal T-Frame 27 1. horn FAX: (262) 252-3134 Elevation Appurtenance Gov.1142 0.0043 72708 Sector Mount 99'5-17/32'' PiROD 15' Universal T-Frame 27 0.588 0.0717 0.1382 0.0451 0.0099 79342 Sector Mount 196'3-27/32'' PiROD 15' Universal T-Frame 27 3.

0423 T2 280 .3170 0.0231 47071 Sector Mount 218' Andrew 4' w/Radome 2 7.658 0.2008 0.021 0.2298 0.359 2 0.2923 0. Job Page ERITower Free-Standing Tower Demo 65 of 80 Project Date C-Concepts.0240 46037 Sector Mount 221'9-19/32'' PiROD 15' Universal T-Frame 2 8.774 0.3016 0.200 7.0228 0.0015 139504 Sector Mount 38'3-15/32'' PiROD 15' Universal T-Frame 27 0.702 0.220 9.80 1.3359 0.180 6.135 0.410 0.469 2 0.702 2 0.0225 46642 216'8-17/32'' PiROD 15' Universal T-Frame 2 7.0013 161820 Sector Mount 33'2-13/32'' PiROD 15' Universal T-Frame 27 0.240 10.0270 T5 220 .0228 T6 200 .0214 44126 Sector Mount 206'6-1/8'' PiROD 15' Universal T-Frame 2 7.3457 0.888 2 0.0041 T14 40 . Deflection Tilt Twist Radius of Load Curvature ft Comb.0168 T8 160 .20 0.1109 0.160 5.101 0. Deflection Tilt Twist Radius of Load Curvature ft Comb.602 2 0. horn FAX: (262) 252-3134 Elevation Appurtenance Gov. Gov.260 12.0196 T7 180 .0079 T12 80 .Design Wind Elevation Appurtenance Gov. Deflection Load ft in Comb.358 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.211 0.3847 0.0014 Critical Deflections and Radius of Curvature .3153 0.0206 42227 .1410 0.3085 0.3500 0.0194 0.100 2.Design Wind Section Elevation Horz.503 2 0.0271 0.0010 71062 Sector Mount 23' PiROD 15' Universal T-Frame 31 0.3642 0.393 2 0.343 2 0.0 0.0829 0.0008 55212 Sector Mount Maximum Tower Deflections .0223 46182 Sector Mount 211'7-5/16'' PiROD 15' Universal T-Frame 2 7.40 0.0423 380318 300' (3) ALP 8010 2 14.0142 T9 140 .120 3. in deg deg ft 307'6'' Lightning Rod 2''x15' 2 14.052 0. deg deg T1 300 . Tilt Twist No.60 1.113 6 0.0250 44912 226'10-13/16'' PiROD 15' Universal T-Frame 2 8.3847 0.091 0.3197 0.0423 380318 244' (4) 68000/68010 w/Pipe Mount 2 9.0017 89260 Sector Mount 43'4-11/16'' PiROD 15' Universal T-Frame 27 0.3847 0.0099 T11 100 . Mill Road Example 18:26:48 01/28/03 Menomonee Falls.0264 0.091 0.140 4.786 2 0.172 0.0338 T4 240 .251 0.280 14.0120 T10 120 .072 0.0282 49740 232' FR70-12-L2 2 8.3780 0.1698 0. Inc. 12612 W.091 2 0.3222 0.191 2 0. in deg deg ft Sector Mount 48'5-7/8'' PiROD 15' Universal T-Frame 27 0.0060 T13 60 .927 2 0. inc.0159 0.790 0.0012 100663 Sector Mount 28'1-3/16'' PiROD 15' Universal T-Frame 27 0.362 2 0.0301 0.0393 T3 260 .0339 0.0540 0.0027 T15 20 .3291 0.2603 0.305 2 0.

879 0. in deg deg ft Sector Mount 201'4-29/32'' PiROD 15' Universal T-Frame 2 6.0045 28172 Sector Mount 58'8-5/32'' PiROD 15' Universal T-Frame 2 0.604 0. Deflection Tilt Twist Radius of Load Curvature ft Comb.0163 39325 Sector Mount 170'9-31/32'' PiROD 15' Universal T-Frame 2 4.783 0.2786 0.608 0.1171 0.0143 37965 Sector Mount 155'6-15/32'' PiROD 15' Universal T-Frame 2 4.128 0.0089 37827 Sector Mount 104'6-23/32'' PiROD 15' Universal T-Frame 2 1.2012 0. Job Page ERITower Free-Standing Tower Demo 66 of 80 Project Date C-Concepts. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.0094 38502 Sector Mount 109'7-29/32'' PiROD 15' Universal T-Frame 2 2.2161 0.0109 39430 Sector Mount 124'11-13/32'' PiROD 15' Universal T-Frame 2 2.0115 39536 Sector Mount 130'19/32'' PiROD 15' Universal T-Frame 2 2.0074 41195 Sector Mount 89'3-1/4'' PiROD 15' Universal T-Frame 2 1.0176 39823 Sector Mount 181'1/4'' PiROD 15' Universal T-Frame 2 5.2943 0.769 0.2703 0.2459 0.676 0.354 0.166 0.0149 38340 Sector Mount 160'7-9/16'' PiROD 15' Universal T-Frame 2 4.1476 0.2538 0.338 0.1549 0.0137 38201 Sector Mount 150'5-9/32'' PiROD 15' Universal T-Frame 2 3.0170 39712 Sector Mount 175'11-5/32'' PiROD 15' Universal T-Frame 2 5. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.1854 0.699 0.0120 39531 Sector Mount 135'1-13/16'' PiROD 15' Universal T-Frame 2 3.452 0.0084 37177 Sector Mount 99'5-17/32'' PiROD 15' Universal T-Frame 2 1.0064 53240 Sector Mount 79'27/32'' PiROD 15' Universal T-Frame 2 1. 12612 W.1326 0.117 0.454 0.0079 37523 Sector Mount 94'4-7/16'' PiROD 15' Universal T-Frame 2 1.0036 33438 Sector Mount . Inc.910 0.0125 39132 Sector Mount 140'2-7/8'' PiROD 15' Universal T-Frame 2 3.0099 39110 Sector Mount 114'9-1/8'' PiROD 15' Universal T-Frame 2 2.2382 0.0104 39324 Sector Mount 119'10-3/16'' PiROD 15' Universal T-Frame 2 2.056 0.0054 42400 Sector Mount 68'10-9/16'' PiROD 15' Universal T-Frame 2 0.307 0.0049 33833 Sector Mount 63'9-3/8'' PiROD 15' Universal T-Frame 2 0.902 0.0183 39897 Sector Mount 186'1-7/16'' PiROD 15' Universal T-Frame 2 5.2087 0.303 0.0059 54396 Sector Mount 73'11-3/4'' PiROD 15' Universal T-Frame 2 1.0069 46456 Sector Mount 84'2-1/32'' PiROD 15' Universal T-Frame 2 1.0882 0.830 0.1696 0.2866 0.0198 40581 Sector Mount 196'3-27/32'' PiROD 15' Universal T-Frame 2 6.1248 0. horn FAX: (262) 252-3134 Elevation Appurtenance Gov.0040 27040 Sector Mount 53'7-3/32'' PiROD 15' Universal T-Frame 2 0.588 0.0131 38661 Sector Mount 145'4-3/32'' PiROD 15' Universal T-Frame 2 3.2307 0.0190 39977 Sector Mount 191'2-5/8'' PiROD 15' Universal T-Frame 2 6.2620 0.1023 0.2234 0.1774 0.0156 38826 Sector Mount 165'8-3/4'' PiROD 15' Universal T-Frame 2 4.497 0. inc.370 0.579 0.1402 0.1933 0.0953 0.939 0.750 0.030 0.0737 0.161 0.1621 0.692 0.0811 0.1095 0.080 0.

9761 -6. P Pa P 2 ft ft ft ksi in K K Pa T1 300 .00 T4 240 .29 0.26 330.63 285.337 0.40 4 1/4 20'3/8'' 5'1/8'' 56.00 T15 20 .0686 -29.120 3 3/4 20'3/8'' 5'1/8'' 64. horn FAX: (262) 252-3134 Elevation Appurtenance Gov.0686 -44.71 243.00 T2 280 .47 0. in deg deg ft 48'5-7/8'' PiROD 15' Universal T-Frame 2 0. 116.6211 -98.368 K=1.0023 51476 Sector Mount 28'1-3/16'' PiROD 15' Universal T-Frame 2 0.191 8.66 0.00 T14 40 .34 134.141 0.1 18.73 243.0019 36332 Sector Mount 23' PiROD 15' Universal T-Frame 6 0.1 22. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.0662 0.6 10.9396 -16.260 2 3/4 20'3/8'' 6'8.280 2 1/4 20'1/8'' 6'8.626 K=1.330 K=1.0033 45625 Sector Mount 43'4-11/16'' PiROD 15' Universal T-Frame 2 0.01 378.986 7.50 0.1863 -213.6 23.0 20.55 378.0016 28225 Sector Mount Compression Checks Leg Design Data (Compression): Section Elevation Size L Lu Kl/r Fa A Actual Allow. Job Page ERITower Free-Standing Tower Demo 67 of 80 Project Date C-Concepts.26 0.00 T5 220 .00 T9 140 .191 8.0447 -117.6 23.66 0.0588 0.20 0.0029 71339 Sector Mount 38'3-15/32'' PiROD 15' Universal T-Frame 2 0.60 4 1/4 20'3/8'' 5'1/8'' 56.56 167.20 4 1/2 20'3/8'' 5'1/8'' 53.160 3 1/2 20'3/8'' 5'1/8'' 68.992 5.542 K=1.88 330.492 0.808 15.645 K=1.9043 -237.258 5/32'' K=1.00 T11 100 .4 23.224 1/32'' K=1.081 7.584 K=1. inc.180 3 1/4 20'3/8'' 5'1/8'' 74.8 13.00 T12 80 .100 4 20'3/8'' 5'1/8'' 60.0379 0.372 3.0447 0.4 23.28 285.265 0.240 3 20'3/8'' 6'8. Ratio No.532 K=1.0 4 1/2 20'3/8'' 5'1/8'' 53.0 20.03 0.57 29.1863 -192.0447 -131.5664 -171.199 0.7 21.808 15.220 3 20'3/8'' 5'1/8'' 80. 106. Deflection Tilt Twist Radius of Load Curvature ft Comb.475 K=1.00 T7 180 .00 T8 160 .1 22.0026 82780 Sector Mount 33'2-13/32'' PiROD 15' Universal T-Frame 2 0.2958 -79.700 12. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.700 12.03 0.678 K=1.00 T6 200 . 142. Inc.484 K=1.2958 -61.65 167.140 3 3/4 20'3/8'' 5'1/8'' 64.27 92.00 T13 60 .295 14.1 22.004 11.295 14.317 5/32'' K=1.3 7.600 K=1.47 0. 12612 W.82 65.05 203.26 0.31 0.47 0.00 T3 260 .00 T10 120 .200 3 1/4 20'3/8'' 5'1/8'' 74.1 22.180 9.481 K=1.78 0.0311 0.412 0.80 4 20'3/8'' 5'1/8'' 60.9043 -256.004 11.00 Leg Bending Design Data (Compression): .50 0.5664 -151.0516 0.

026 0.000 1.503 H1-3 T7 180 .000 37.120 3 3/4 0.000 T8 160 .180 3 1/4 0.9020 -1.200 3 1/4 0.6 10.280 2 1/4 0. Allow.333 0.333 0.500 0.000 1.393 H1-3 T6 200 .000 37.500 0.260 2 3/4 0.180 3 1/4 0.595 H1-3 T10 120 .123 37.600 0.500 0.585 37. 5'9.333 0.642 H1-3 T13 60 .000 1. inc.224 0.500 0.01 .475 0.500 0.20 4 1/2 0.333 0.000 37.200 37.19 -1.368 0.09 0.703 H1-3 T14 40 .626 0.154 K=1.000 T5 220 .333 0. Ratio No.003 37.500 0.500 0.333 0.333 0.059 0.382 H1-3 T4 240 .000 1.584 0.100 4 0.500 0.86 -2.000 T6 200 .053 0.500 0.288 H1-3 T3 260 .00 0.000 T4 240 .500 0.160 3 1/2 0.260 L3x3x3/16 11'8.500 0. P fbx fby Stress Stress ft Pa Fbx Fby Ratio Ratio T1 300 .685 H1-3 T15 20 .00 0.000 1.030 0.15 -1.000 37.064 37.532 0. P Pa P ft ft ft ksi in2 K K Pa T1 300 .058 0.500 0.201 37.315 37.266 H1-3 T2 280 .30 -1.500 0.500 0.80 4 0.000 T3 260 .97 11.023 0.000 37.000 T11 100 .000 1.025 0.438 37.000 37.000 1.0900 -1.000 37.62 -1.500 0. 12612 W.438 37.178 37.317 0. Criteria No.000 37.258 0.500 0.000 1.678 0.00 0.042 0.200 3 1/4 0.590 H1-3 T11 100 .280 L2 1/2x2 1/2x3/16 10'3'' 5'1/8'' 121.64 -2. Job Page ERITower Free-Standing Tower Demo 68 of 80 Project Date C-Concepts.000 T10 120 .059 0.160 3 1/2 0.042 0.000 37.80 4 1.000 37.140 3 3/4 0.00 0.500 0.333 0.662 H1-3 T12 80 .00 0.500 0.00 0.00 0.028 0.000 37.065 0.220 3 0.00 0.065 0.500 0.35 -0.280 2 1/4 0.21 -2.220 3 0.500 0.000 37.500 0.000 T13 60 .000 1.028 0.54 -2.333 0.240 3 0. 117.120 3 3/4 0.937 37.500 0.500 0.059 0.985 37.40 4 1/4 1.000 Leg Interaction Design Data (Compression): Section Elevation Size Ratio Ratio Ratio Comb.333 0.000 T14 40 .062 0.20 4 1/2 1.500 0.000 37.37 -2.542 0.059 0.333 0.000 T7 180 . Ratio Actual Actual Allow.333 0.500 0.0 4 1/2 0.171 7/8'' 19/32'' K=1.026 0.539 1.333 0.500 0.49 0.40 4 1/4 0.500 0.38 -2.333 0.00 0.025 0. Ratio No.140 3 3/4 0.059 0.333 0.000 37. Mx fbx Fbx fbx My fby Fby fby ft kip-ft ksi ksi Fbx kip-ft ksi ksi Fby T1 300 .60 4 1/4 1.736 H1-3 Diagonal Design Data (Compression): Section Elevation Size L Lu Kl/r Fa A Actual Allow.60 4 1/4 0.484 0.000 1.481 0.353 H1-3 T5 220 .260 2 3/4 0.058 0.00 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.000 1.500 0.0 4 1/2 1.000 T15 20 .00 0.000 1.40 9.000 T2 280 .059 0.500 0.059 0.00 0.000 1.00 0.038 0.507 H1-3 T8 160 . horn FAX: (262) 252-3134 Section Elevation Size Actual Actual Allow.330 0.000 1.240 3 0.000 1.062 0.000 T9 140 .523 H1-3 T9 140 .00 0.64 -2.053 0.15 -2.204 37.000 37.059 0.500 0.000 T12 80 .00 0.077 0.030 0.645 0.195 37.100 4 1.857 37.038 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts. Inc.00 T2 280 .023 0.19 -0.4 10.26 -0.

71 0.8000 -4.96 14.7 6. 7'7.124 1.89 0.00 T11 100 .072 17/32'' K=1.702 2.329 7/16'' 3/16'' K=1.13 0.7 5.1800 -9.380 3/4'' 13/16'' K=0.062 9/32'' K=1.716 2.9 7.322 9/32'' K=1.8000 -0.46 12.31 4.067 3/4'' K=1.51 0. 6'7. Ratio No.059 13/32'' K=1.180 2L2 1/2x2 1/2x3/16x3/8 10'3.353 19/32'' 17/32'' K=0. 194.249 2.59 0.99 T15 20 .240 L3x3x3/16 13'5.14 17. 7'11. 12612 W. 180.2 10.92 T7 180 . 113. 136.43 24.313 9/32'' 9/16'' K=1.00 T6 200 .1800 -6.93 T9 140 .80 2L3x3x3/16x3/8 27' 13'2.2 9.0 2L3x3x1/4x3/8 20'7.58 0.00 T7 180 .4 7.1800 -0. 111.964 2.802 1.36 0.65 8. 9'2-5/8'' 119. 9'7.1800 -0.64 0.120 2L2 1/2x2 1/2x3/16x3/8 23' 11'2.00 T12 80 .20 2L3x3x1/4x3/8 19'8.1800 -8.61 8.437 5/32'' 3/32'' K=0.98 Horizontal Design Data (Compression): Section Elevation Size L Lu Kl/r Fa A Actual Allow.566 1.38 25.22 5.08 16.00 T10 120 .019 2.376 1.5 8.66 7.40 2L3x3x1/4x3/8 18'10.5 8.220 2L2 1/2x2 1/2x3/16x3/8 8'7. 8'2.045 17/32'' K=1.152 2.140 2L3x3x3/16x3/8 12'31/32 11'5.355 2.0900 -2. 181.352 7/16'' K=1.8000 -4. 133. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts. 10'31/32 127.90 0.82 0.27 4.0 11. 116. 138.414 19/32'' K=1.35 7. inc.0900 -0. 146. P Pa P ft ft ft ksi in2 K K Pa T3 260 . 8'4.82 0.99 0.03 T13 60 . horn FAX: (262) 252-3134 Section Elevation Size L Lu Kl/r Fa A Actual Allow.48 0.1 3.80 2L3x3x3/16x3/8 17'2.8 4.058 2. P Pa P ft ft ft ksi in2 K K Pa T4 240 . Job Page ERITower Free-Standing Tower Demo 69 of 80 Project Date C-Concepts. Inc.9020 -0. 9'8.088 13/32'' K=1.6 11.8800 -11.09 T11 100 .67 11.120 2L3x3x3/16x3/8 15'7.7 5.04 0.100 2L2 1/2x2 1/2x3/16x3/8 25' 12'2.387 2. 9' 138.5 10.00 T4 240 . 188.72 24.6 4.8800 -10. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.5 9.942 1.8000 -4.2 5.12 T10 120 .1 4.100 2L3x3x3/16x3/8 16'4.1800 -8. 123. 172.60 2L3x3x3/16x3/8 18'3/8'' 8'9. 10'7.6 11.428 3/32'' '' K=0.40 2L3x3x3/16x3/8 31' 15'2.8000 -5.071 .93 0.67 23.72 0.543 2.00 T9 140 .1800 -9.0900 -0.140 L3 1/2x3 1/2x1/4 21'6'' 10'5.99 0.180 L3x3x3/16 17'6'' 8'5-3/4'' 170.00 T5 220 .49 29.383 1.220 L2 1/2x2 1/2x3/16 13'6'' 6'5-7/8'' 157.8800 -10.779 2.8000 -0.9 4.160 L3x3x3/16 18'6'' 8'11.50 0.9020 -0.351 '' 7/8'' K=0.16 0.219 1.60 2L3x3x3/16x3/8 29' 14'2.351 13/16'' 7/8'' K=1.25 5. 180.6900 -0. 126.3 4.44 0.62 9.391 17/32'' 11/16'' K=1.200 L2 1/2x2 1/2x3/16 14'6'' 6'11. Ratio No.36 0.1800 -0.579 1.00 T5 220 .48 13.11 0.7 9.90 T8 160 .160 2L2 1/2x2 1/2x3/16x3/8 11'2.00 T8 160 .27 26.741 1. 108.06 T12 80 .3 6.033 0.00 T6 200 .200 2L2 1/2x2 1/2x3/16x3/8 9'5.040 K=1. 168.217 0.86 9.241 3/16'' 5/32'' K=1.44 0.71 28.00 T14 40 .00 T13 60 . 169.997 1.044 K=1.055 5/8'' K=1.

393 0.83 .3800 -0.94 T10 120 . Ratio No. 7'11.498 K=0.00 Top Girt Design Data (Compression): Section Elevation Size L Lu Kl/r Fa A Actual Allow.336 3/32'' K=0.46 0. Ratio No.65 4.9020 -1.46 0.4 7.7188 -1.3 5. 115. 6'2-3/4'' 151.32 0.968 0.401 31/32'' K=0.91 0. Inc.7 6. 144.28 0.9020 -2.88 T13 60 . P Pa P 2 ft ft ft ksi in K K Pa T9 140 . P Pa P 2 ft ft ft ksi in K K Pa T1 300 .24 5.9 7.9020 -3.3800 -0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.747 0.548 0.00 Redundant Horizontal Design Data (Compression): Section Elevation Size L Lu Kl/r Fa A Actual Allow. inc.0 L2 1/2x2 1/2x3/16 8'9'' 8'6.708 3.2 5.56 4.88 4.899 0.93 T11 100 .040 9/32'' K=1.280 L2 1/2x2 1/2x3/16 6'8.56 15.81 4.91 0.120 2L1 1/2x1 1/2x1/8 5'9'' 5'7.305 13/32'' 3/4'' K=0.176 3.89 0.34 11. 159.9 4.60 L2 1/2x2 1/2x3/16 9'1/4'' 8'9.59 0.493 0.80 L2 1/2x2 1/2x3/16 8'7.9020 -1.087 0. 7'7.035 5/32'' K=1. 12612 W.606 27/32'' K=0.319 K=0.86 0.4 5.100 L2 1/2x2 1/2x3/16 6'3'' 6'31/32'' 136.9020 -2. 134.469 0. 173.00 T10 120 .9020 -3.84 Redundant Diagonal Design Data (Compression): Section Elevation Size L Lu Kl/r Fa A Actual Allow.50 4.20 2L3 1/2x3 1/2x1/4x3/8 33' 16'2.1 4.87 T14 40 .1 5.4 4.98 5.100 L2 1/2x2 1/2x3/16 8'2. Ratio No.1 4.423 19/32'' K=0. horn FAX: (262) 252-3134 Section Elevation Size L Lu Kl/r Fa A Actual Allow. 178.9 10.40 L2 1/2x2 1/2x3/16 7'9'' 7'6. P Pa P 2 ft ft ft ksi in K K Pa T9 140 .0745 -1. 171. P Pa P ft ft ft ksi in2 K K Pa 9/32'' K=1.940 0.9020 -2.9020 -0.86 0.60 L2 1/2x2 1/2x3/16 7'3'' 7'27/32'' 151.11 0.19 0.29 7. 189.867 1.0 2L3 1/2x3 1/2x1/4x3/8 35' 17'2.90 T12 80 .360 3/16'' 11/16'' K=0.22 5.00 T14 40 .85 T15 20 . 177. Ratio No.870 23/32'' K=0.201 0.044 5/32'' K=1.85 T11 100 .93 0.115 23/32'' 3/16'' K=1. 165.59 6.68 0.92 5. Job Page ERITower Free-Standing Tower Demo 70 of 80 Project Date C-Concepts.9020 -3.62 14.732 K=0. 8'4. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.167 0.00 T15 20 .9 8.20 L2 1/2x2 1/2x3/16 8'3'' 8'23/32'' 166.0 6.84 T12 80 .120 ROHN 2 STD 7'9.9020 -1.80 L2 1/2x2 1/2x3/16 6'9'' 6'6.

85 T10 120 .100 L2 1/2x2 1/2x3/16 6'3'' 6'3'' 139.99 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.01 0.19 0.20 L2 1/2x2 1/2x3/16 9'10.02 6.003 K=0.84 0.80 L2 1/2x2 1/2x3/16 6'9'' 6'9'' 146.252 1.02 6.119 1.40 L2 1/2x2 1/2x3/16 7'9'' 7'9'' 161.9020 -0.02 5.9020 -0.9 4.8 6.01 4.01 5.869 0.02 12.66 0.02 9.9020 -0.140 L3 1/2x3 1/2x1/4 10'9'' 10'9'' 160.28 3. 9'7.9020 -0. P Pa P ft ft ft ksi in2 K K Pa T9 140 .1800 -0.15 0.86 T6 200 .0900 -0.8 6.96 3.79 0.80 L4x4x1/4 13'6'' 13'6'' 171.7 4.80 Redundant Hip Design Data (Compression): Section Elevation Size L Lu Kl/r Fa A Actual Allow.708 0.002 K=0. P Pa P ft ft ft ksi in2 K K Pa T13 60 . 12612 W.9020 -0.002 K=0.85 0.785 0.01 6.93 0. Inc.216 0.160 L3x3x3/16 9'9'' 9'9'' 166. 10'31/32 196.002 K=0. Ratio No.001 K=0.002 K=0.180 L3x3x3/16 8'9'' 8'9'' 154.40 L2 1/2x2 1/2x3/16 9'5.70 0.7 5.570 5/16'' 11/16'' K=0.139 0.3 6.88 T13 60 .9400 -0.796 1.92 T11 100 .120 L3 1/2x3 1/2x1/4 11'6'' 11'6'' 168.86 T9 140 . 9'2-5/8'' 183.002 K=0.82 T14 40 .708 0.86 T14 40 .7 5.9400 -0.01 6.491 9/32'' K=0.5 6.01 5.926 0.02 8.9020 -0.49 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.002 K=0.25 0.003 K=0.687 0.9020 -2.100 L4x4x1/4 12'6'' 12'6'' 162.20 L2 1/2x2 1/2x3/16 8'3'' 8'3'' 169. Job Page ERITower Free-Standing Tower Demo 71 of 80 Project Date C-Concepts.359 1.2 5.60 L2 1/2x2 1/2x3/16 7'3'' 7'3'' 154.002 K=0.001 K=0.32 0.076 1.425 0.81 T15 20 .260 1.5 3. P Pa P ft ft ft ksi in2 K K Pa T4 240 .926 0.120 C3x4.654 19/32'' '' K=0.9020 -0.69 0.9 5.85 T8 160 .84 T12 80 .9020 -1.7 4.003 K=1. inc.86 T11 100 .0 L2 1/2x2 1/2x3/16 8'9'' 8'9'' 176.90 T5 220 .88 T7 180 .0 L2 1/2x2 1/2x3/16 10'3.01 6.821 2.15 0.2 5.73 0. Ratio No.60 2L3x3x3/16x3/8 14'6'' 14'6'' 160.673 1.01 4.273 0.25 0.83 Inner Bracing Design Data (Compression): Section Elevation Size L Lu Kl/r Fa A Actual Allow.13 3.9020 -2.8 5.0900 -0.6900 -0.2 5.5 5.1 5'9'' 5'9'' 170.00 T10 120 .01 5.9020 -0.85 T15 20 .89 0. horn FAX: (262) 252-3134 Section Elevation Size L Lu Kl/r Fa A Actual Allow. Ratio No.6900 -0.02 11.200 L2 1/2x2 1/2x3/16 7'9'' 7'9'' 161.81 0.01 9.001 K=0. 189.4 7.5 5.220 L2 1/2x2 1/2x3/16 6'9'' 6'9'' 146.5 5.002 K=0.2100 -0.002 .90 T12 80 .003 K=0.

109 5/32'' T4 240 .6211 76.54 331.500 0.220 3 0.1 30.60 4 1/4 20'3/8'' 5'1/8'' 56.280 2 1/4 20'1/8'' 6'8.00 0.34 0.61 0.260 2 3/4 0. inc.500 0.272 T9 140 . Mill Road Example 18:26:48 01/28/03 Menomonee Falls.500 0.3800 -0.6 30.00 0.120 3 3/4 20'3/8'' 5'1/8'' 64.000 T7 180 .00 0.73 1.000 7.041 1/32'' T2 280 .000 12.390 Leg Bending Design Data (Tension): Section Elevation Size Actual Actual Allow.40 4 1/4 20'3/8'' 5'1/8'' 56.018 0.57 2.26 0.94 1. Ratio No.15 0.000 11.180 3 1/4 20'3/8'' 5'1/8'' 74.24 0.85 T14 40 .000 37.0 30.00 0.94 119.09 248.000 8.000 37.06 288.500 0.1 30.40 2L3x3x3/16x3/8 15'6'' 15'6'' 168.074 5/32'' T3 260 .841 37.14 1.728 37.220 3 20'3/8'' 5'1/8'' 80.91 1.041 0.737 37.000 37.6 30.000 37.500 0.21 0. P Pa P ft ft ft ksi in2 K K Pa T1 300 .79 212.0 30.00 0.500 0.602 37. P Pa P ft ft ft ksi in2 K K Pa K=0.13 0.6 30.000 T9 140 .27 178.120 3 3/4 0.000 T6 200 .5664 115.500 0.40 4 1/4 1.264 T8 160 .03 212.7 30.00 0.755 37.652 37. horn FAX: (262) 252-3134 Section Elevation Size L Lu Kl/r Fa A Actual Allow.500 0.140 3 3/4 0.000 37.000 T4 240 .500 0.000 9. Mx fbx Fbx fbx My fby Fby fby ft kip-ft ksi ksi Fbx kip-ft ksi ksi Fby T1 300 .500 0.00 0.4 30.988 3.373 T14 40 .87 0.2958 62.100 4 20'3/8'' 5'1/8'' 60.99 0.5664 129.029 0.00 0.500 0.9043 172.3800 -0.9761 4.500 0.3 30.000 T2 280 .020 0.60 4 1/4 1.160 3 1/2 0.140 3 3/4 20'3/8'' 5'1/8'' 64.000 12.000 37.34 0.000 .200 3 1/4 0.000 T5 220 .2958 48.290 2. Job Page ERITower Free-Standing Tower Demo 72 of 80 Project Date C-Concepts.37 376.00 0.00 0.500 0. 116.85 Tension Checks Leg Design Data (Tension): Section Elevation Size L Lu Kl/r Fa A Actual Allow.0686 23.000 11.000 T10 120 .280 2 1/4 0.928 37. 106.000 T12 80 .796 37.001 K=0.53 0.0447 100.000 5.7 5. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.1863 144.071 37.0 5.99 0.000 37.675 37.000 T11 100 .80 4 20'3/8'' 5'1/8'' 60.025 0.194 T6 200 .500 0.25 248.687 37.01 331.240 3 0.9 5.500 0.180 3 1/4 0.000 37.000 37.020 0.048 0.000 14.506 3.500 0.000 8.1863 158.59 0.1 30.000 T13 60 .500 0.000 37.000 37.06 0.000 14.249 T7 180 .500 0.0 4 1/2 20'3/8'' 5'1/8'' 53.000 T8 160 .000 15.18 1.761 37.09 1.06 0.91 477.9043 186.9396 13. Ratio Actual Actual Allow.306 T11 100 .339 T13 60 .02 20.200 3 1/4 20'3/8'' 5'1/8'' 74. Ratio No.500 0.0447 90.000 37.59 0.000 7.86 T13 60 .240 3 20'3/8'' 6'8.1 30.539 37.044 0.000 37.046 0.56 376.20 2L3 1/2x3 1/2x1/4x3/8 16'6'' 16'6'' 157.164 T5 220 .02 11.000 3.00 0.500 0. 142.1 30.13 0.362 T15 20 .1800 -0.022 0.046 0.24 0.500 0.069 0.28 0.87 0.0686 34.500 0.8 30. Ratio No. 12612 W.001 K=0.4 30.55 425. Inc.40 0.80 4 0.0 2L3 1/2x3 1/2x1/4x3/8 17'6'' 17'6'' 164.00 0.260 2 3/4 20'3/8'' 6'8.500 0.160 3 1/2 20'3/8'' 5'1/8'' 68.500 0.500 0.045 0.344 T12 80 .000 15.303 T10 120 .44 425.500 0.04 1.03 18.000 T3 260 .20 4 1/2 20'3/8'' 5'1/8'' 53.04 477.63 0.00 0.19 0.002 K=0.87 T15 20 .100 4 0.

140 2L3x3x3/16x3/8 11'7. 10'1.81 0.417 H2-1 T14 40 .194 0.100 4 0.362 0.000 1.500 0.280 L2 1/2x2 1/2x3/16 10'3'' 5'1/8'' 79. 8'2. Mx fbx Fbx fbx My fby Fby fby ft kip-ft ksi ksi Fbx kip-ft ksi ksi Fby T14 40 .4 29.103 H2-1 T3 260 . 75.043 0.000 1.048 0.118 3/16'' 5/32'' T5 220 .31 33.018 0.044 0.4416 5.434 H2-1 Diagonal Design Data (Tension): Section Elevation Size L Lu Kl/r Fa A Actual Allow.296 H2-1 T9 140 .333 0.344 0.303 0.220 3 0.140 3 3/4 0.98 41.594 37.373 0.272 H2-1 T7 180 .045 0.0 4 1/2 1.069 0.80 33.000 1.35 33.85 20.4 29.333 0. 86.180 3 1/4 0.5 29.160 3 1/2 0.130 9/32'' T6 200 .54 0.178 H2-1 T4 240 .500 0.160 2L2 1/2x2 1/2x3/16x3/8 10'8.180 2L2 1/2x2 1/2x3/16x3/8 10'3. Inc.00 0.182 H2-1 T5 220 . Mill Road Example 18:26:48 01/28/03 Menomonee Falls. 9'8.60 4 1/4 0. inc.306 0.40 4 1/4 0.043 0.000 37. Ratio Actual Actual Allow. P Pa P ft ft ft ksi in2 K K Pa T1 300 .333 0.000 1.96 33.500 0.352 H2-1 T11 100 .000 1.093 7/8'' 19/32'' T3 260 .264 0.109 0.046 0.041 0.000 1.392 H2-1 T12 80 .136 9/32'' 9/16'' T4 240 .000 1.240 3 0.20 4 1/2 0. Ratio No.272 0.333 0.260 2 3/4 0. 156.044 0. Ratio No.333 0.20 4 1/2 1.1566 5. 6'7. 9' 143.082 T2 280 .636 37.025 0.348 H2-1 T10 120 .260 L3x3x3/16 11'8.333 0.041 0. 11'3/8'' 146.54 0.200 2L2 1/2x2 1/2x3/16x3/8 9'5. horn FAX: (262) 252-3134 Section Elevation Size Actual Actual Allow.90 0.390 0.220 2L2 1/2x2 1/2x3/16x3/8 8'7.000 1.284 H2-1 T8 160 .214 H2-1 T6 200 .000 1.81 0.000 1.022 0.000 37.000 1.200 3 1/4 0.000 T15 20 .1566 4.1566 3.000 1.500 0.000 1.143 9/16'' .333 0. 12612 W.1 29.00 0.000 Leg Interaction Design Data (Tension): Section Elevation Size Ratio Ratio Ratio Comb.1566 4. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.029 0.000 0.074 0.54 0.90 0. 130.000 1.000 1.164 0.333 0.7208 2.333 0.000 0.158 7/8'' 13/16'' T8 160 .240 L3x3x3/16 13'5.3 29.333 0.405 H2-1 T15 20 . P fbx fby Stress Stress ft Pa Fbx Fby Ratio Ratio T1 300 .9 29.5798 1. 5'9.339 0.000 1.1 29.333 0.249 0.000 0.38 16.54 0.94 20.333 0.000 1.000 1.044 0.143 19/32'' 17/32'' T7 180 . Job Page ERITower Free-Standing Tower Demo 73 of 80 Project Date C-Concepts.22 1.333 0.280 2 1/4 0. Criteria No. Allow.120 3 3/4 0.333 0.80 4 0.0 4 1/2 0.020 0.082 H2-1 T2 280 .000 1. 163.7208 1.046 0.333 0.020 0.3 29.385 H2-1 T13 60 .19 1.000 1.

inc.16 55. 116.120 2L3x3x3/16x3/8 15'7. 8'4.48 66.000 1.000 1.54 0.81 0.27 20.185 7/16'' 3/16'' T10 120 .000 1. 99.7 29.007 5/32'' T15 20 .220 L2 1/2x2 1/2x3/16 13'6'' 6'5-7/8'' 102.20 2L3 1/2x3 1/2x1/4x3/8 33' 16'2.38 55.48 66.7208 0. 195.38 33. 104.100 2L3x3x3/16x3/8 16'4.013 9/32'' T13 60 .16 41.011 17/32'' T9 140 .100 2L2 1/2x2 1/2x3/16x3/8 25' 12'2. Job Page ERITower Free-Standing Tower Demo 74 of 80 Project Date C-Concepts.4416 8.8 29.018 3/4'' T6 200 .56 33.180 L3x3x3/16 16'6'' 7'11.013 T5 220 . 9'7.16 0.02 0.000 2.40 2L3x3x1/4x3/8 18'10.014 13/32'' T12 80 . horn FAX: (262) 252-3134 Section Elevation Size L Lu Kl/r Fa A Actual Allow.4416 0.170 7/16'' T14 40 .2 29.7208 0.21 16.000 1.52 41.6 29.7 29.0 29.120 2L2 1/2x2 1/2x3/16x3/8 23' 11'2.81 0. 179.4 29.2772 0.4416 7.81 0.000 0.000 1.200 L2 1/2x2 1/2x3/16 14'6'' 6'11.90 0.60 2L3x3x3/16x3/8 18'3/8'' 8'9. Ratio No.16 0. Ratio No. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.90 0.64 41.000 1. 109.80 2L3x3x3/16x3/8 17'2.219 19/32'' T13 60 . 7'11.9 29.1566 0. 103.0 2L3x3x1/4x3/8 19'8.3 29.2 29. P Pa P ft ft ft ksi in2 K K Pa T4 240 . 190.3 29.5798 0.013 3/4'' T7 180 .2 29.80 2L3x3x3/16x3/8 27' 13'2. 175.74 41.8 29.6 29.91 55.000 1. 7'7.0 29.140 L3 1/2x3 1/2x1/4 21'6'' 10'5. 9'2-5/8'' 121. 116. 115.000 0. 9'2-5/8'' 121.56 33.160 L3x3x3/16 18'6'' 8'11. 109.8 29.7 29.4416 0.184 3/4'' 13/16'' Horizontal Design Data (Tension): Section Elevation Size L Lu Kl/r Fa A Actual Allow.000 0.04 0.000 1.4416 0.7 29.9022 9.013 5/8'' T8 160 .51 41.000 1.4416 8. 12612 W.000 1.31 16.9022 9.007 5/32'' Top Girt Design Data (Tension): .9022 10. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.81 0. 170.180 7/16'' T15 20 .000 2.000 1.26 20. 183.2772 0.35 41.57 41.207 17/32'' 11/16'' T12 80 .0 2L3 1/2x3 1/2x1/4x3/8 35' 17'2. 190.81 0. 127.000 0.5798 0.40 2L3x3x3/16x3/8 31' 15'2.1386 0.012 9/32'' T14 40 .60 2L3x3x3/16x3/8 29' 14'2.81 0.6 29.04 0.54 0.81 0.4416 9. P Pa P ft ft ft ksi in2 K K Pa T9 140 .81 0.20 2L3x3x1/4x3/8 18'10.16 0.81 0.000 1.200 13/16'' 7/8'' T11 100 .1566 0. Inc.000 1.017 17/32'' T10 120 .017 13/32'' T11 100 .

81 0.7188 1.48 0.80 L2 1/2x2 1/2x3/16 6'9'' 6'6.20 L2 1/2x2 1/2x3/16 8'3'' 8'23/32'' 124.7 21.0 L2 1/2x2 1/2x3/16 10'3.9020 2.7 21.150 T13 60 .600 0.600 0. 123.48 0.199 23/32'' Redundant Diagonal Design Data (Tension): Section Elevation Size L Lu Kl/r Fa A Actual Allow.165 27/32'' T14 40 . inc. 135. 10'31/32 155.000 0.48 0.600 0. 9'2-5/8'' 142. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.600 0.48 0. 9'7.600 0.5 21. Ratio No.4 21.183 T15 20 .8 21. Ratio No. P Pa P ft ft ft ksi in2 K K Pa T9 140 .48 0. Inc.093 19/32'' T13 60 .9 21.600 0.20 L2 1/2x2 1/2x3/16 9'10.60 L2 1/2x2 1/2x3/16 7'3'' 7'27/32'' 109.29 19.9020 3.48 0.9020 2.1 21.48 0.40 L2 1/2x2 1/2x3/16 7'9'' 7'6.280 L2 1/2x2 1/2x3/16 6'8.48 0.600 1.48 0.600 0. 115.48 0.117 19/32'' '' Redundant Hip Design Data (Tension): . 7'11.28 19. 148. 6'2-3/4'' 100.600 0.5 21.120 2L1 1/2x1 1/2x1/8 5'9'' 5'7. P Pa P ft ft ft ksi in2 K K Pa T1 300 .0 L2 1/2x2 1/2x3/16 8'9'' 8'6.9020 1. 144.077 13/32'' 3/4'' T11 100 .133 31/32'' T12 80 .9020 3.48 0.5 21. 132. 116.600 0.600 0.9020 2. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.48 0.88 19.3 29.80 L2 1/2x2 1/2x3/16 8'7.21 0.81 19. 129.9020 2.127 3/32'' T10 120 .96 19.34 23.22 16.59 19. 8'4.9020 3.65 19.8 21.9020 1.109 5/16'' 11/16'' T15 20 .60 L2 1/2x2 1/2x3/16 9'1/4'' 8'9.2 21. 101.92 19.118 T11 100 .9020 1.3 21. 12612 W.22 19.9020 1.085 3/16'' 11/16'' T12 80 . 7'7.56 19. Ratio No.0745 1. horn FAX: (262) 252-3134 Section Elevation Size L Lu Kl/r Fa A Actual Allow.013 9/32'' Redundant Horizontal Design Data (Tension): Section Elevation Size L Lu Kl/r Fa A Actual Allow.9020 2.101 9/32'' T14 40 .13 19.53 0.100 L2 1/2x2 1/2x3/16 6'3'' 6'31/32'' 93.600 0.5798 0.600 0.98 15.2 21.600 0.1 21.40 L2 1/2x2 1/2x3/16 9'5.50 19.100 L2 1/2x2 1/2x3/16 8'2. P Pa P ft ft ft ksi in2 K K Pa T9 140 . Job Page ERITower Free-Standing Tower Demo 75 of 80 Project Date C-Concepts.120 ROHN 2 STD 7'9.058 23/32'' 3/16'' T10 120 .

000 Inner Bracing Design Data (Tension): Section Elevation Size L Lu Kl/r Fa A Actual Allow.20 2L3 1/2x3 1/2x1/4x3/8 16'6'' 16'6'' 181.600 3.01 19.01 47.000 T14 40 .180 L3x3x3/16 8'3'' 8'3'' 105.40 2L3x3x3/16x3/8 15'6'' 15'6'' 198.9400 0.48 0.01 36.80 L4x4x1/4 13'6'' 13'6'' 129.6900 0.90 0. Ratio No. Job Page ERITower Free-Standing Tower Demo 76 of 80 Project Date C-Concepts.3 21.000 T12 80 .50 0.000 T10 120 .000 T12 80 .1800 0.9020 0.100 L2 1/2x2 1/2x3/16 6'3'' 6'3'' 96.220 L2 1/2x2 1/2x3/16 6'9'' 6'9'' 104.000 T9 140 . WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.01 19.48 0.600 2.120 L3 1/2x3 1/2x1/4 11'6'' 11'6'' 126.01 19.000 T13 60 .20 L2 1/2x2 1/2x3/16 8'3'' 8'3'' 127.48 0. P Pa P ft ft ft ksi in2 K K Pa T9 140 . inc.00 19.7 21.3 21.2 21.600 1.000 T5 220 .9020 0.600 1.60 L2 1/2x2 1/2x3/16 7'3'' 7'3'' 111. P Pa P ft ft ft ksi in2 K K Pa T4 240 .600 3.120 C3x4.2 21.48 0.01 73.140 L3 1/2x3 1/2x1/4 10'9'' 10'9'' 118.3800 0.600 1.01 0.01 26.54 0.7 21.600 0.600 0.01 41.90 0.48 0.9020 0.01 19.40 L2 1/2x2 1/2x3/16 7'9'' 7'9'' 119.09 0. Ratio No.01 0.0900 0.48 0.000 T8 160 .0900 0.6 21.3800 0.000 T14 40 .000 T15 20 .000 T11 100 .01 19.4 21.8 21.600 0.00 19.600 0.9020 0.600 1.00 36. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.000 T7 180 .0 2L3 1/2x3 1/2x1/4x3/8 17'6'' 17'6'' 192.6900 0.00 19.5 21.000 Bolt Design Data: .600 0.9400 0.000 T6 200 .160 L3x3x3/16 9'3'' 9'3'' 118. Inc.1 21.9020 0.8 21.9020 0.4 21.0 21.48 0. 12612 W.600 0.600 0.9020 0.2100 0.0 L2 1/2x2 1/2x3/16 8'9'' 8'9'' 135.000 T15 20 .000 T13 60 .60 2L3x3x3/16x3/8 14'6'' 14'6'' 185.01 73.1 5'9'' 5'9'' 170.54 0.8 21.6 21.48 0.50 0.00 23.09 0.600 0.200 L2 1/2x2 1/2x3/16 7'3'' 7'3'' 111.1800 0.01 41.0 21.1 21.9020 0.000 T10 120 .00 23.1 21.600 1. horn FAX: (262) 252-3134 Section Elevation Size L Lu Kl/r Fa A Actual Allow.01 47.001 T11 100 .80 L2 1/2x2 1/2x3/16 6'9'' 6'9'' 104.14 0.600 1.100 L4x4x1/4 12'6'' 12'6'' 120.600 1.600 2.

65 12.316 Horizontal A325N 0.7500 4 17.333 Bolt Shear 0.86 19.7500 4 1. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.048 T13 60 .333 Bolt Shear 0.6250 1 0. 12612 W.053 T12 80 .333 Bolt Shear 0.333 Bolt Shear 0.08 12. Inc.407 Horizontal A325N 0.40 6.333 Bolt Shear 0.100 Leg A325N 0. Job Page ERITower Free-Standing Tower Demo 77 of 80 Project Date C-Concepts.6250 1 0.333 Bolt Shear 0.0000 8 16.333 Bolt Shear 0.048 T14 40 .35 12.63 34.6250 2 2.44 1.22 6.36 12.6250 2 5.31 6.333 Bolt Tension 0.89 1.08 19.333 Bolt Tension 0.416 Horizontal A325N 0.73 12.333 Bolt Shear 0.140 Leg A325N 0.89 1.89 1.713 Diagonal A325N 0.200 Leg A325N 0.6250 2 4.523 Diagonal A325N 0.6250 1 0.97 6.89 1.0000 8 18.48 12.86 6.82 19.44 1.6250 2 2.333 Bolt Shear 0.333 Bolt Shear 0.333 Bolt Shear 0. inc.160 Leg A325N 0. Type Grade Of Load Load Load Ratio ft in Bolts K K Allowable T1 300 .6250 1 1.48 12.84 12.89 1.89 1.333 Bolt Shear 0.220 Leg A325N 0.333 Bolt Shear 0.7500 4 0.19 12.27 6.67 12.44 1.333 Bolt Tension 0.7500 4 4.07 34.56 1.44 1.89 1.62 12. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.333 Bolt Tension 0.333 Bolt Tension 0.89 1.6250 1 1.212 Diagonal A325N 0.90 19.6250 2 5.89 1.56 1.333 Bolt Tension 0.6250 1 4.6250 2 4.193 Horizontal A325N 0.008 Diagonal A325N 0.44 1.333 Bolt Shear 0.6250 1 0.052 T11 100 .333 Bolt Shear 0.325 Horizontal A325N 0.333 Bolt Shear 0.89 1.24 12.13 19.333 Bolt Shear 0.348 Horizontal A325N 0.7500 4 7.27 6.333 Bolt Tension 0.44 1.44 1.07 12.6250 2 4.89 1.120 Leg A325N 0.89 1.58 12.333 Bolt Tension 0.56 1.306 T3 260 .40 Leg A325N 1.44 1.280 Leg A325N 0.180 Leg A325N 0.83 34.80 Leg A325N 1.25 19.212 Horizontal A325N 0.333 Bolt Shear 0.6250 1 0.536 Diagonal A325N 0.863 Diagonal A325N 0.443 T4 240 .72 12.6250 1 4.333 Bolt Shear 0.6250 2 3.626 Diagonal A325N 0.68 12.217 Top Girt A325N 0.0000 8 19.6250 1 2.333 Bolt Tension 0.574 Diagonal A325N 0.41 19.333 Bolt Shear 0.333 Bolt Tension 0.333 Bolt Tension 0.333 Bolt Shear 0.7500 6 16.62 12.098 Diagonal A325N 0.240 Leg A325N 0.38 6.333 Bolt Shear 0.260 Leg A325N 0.44 1.44 1.44 1.333 Bolt Tension 0.6250 1 0.339 Horizontal A325N 0.890 Diagonal A325N 0.89 1.6250 1 0.44 1.7500 4 13.15 19.333 Bolt Shear 0.049 T6 200 .7500 6 19.045 .333 Bolt Shear 0.366 Horizontal A325N 0.44 1.44 1.6250 2 4.29 19.7500 4 10.333 Bolt Tension 0.469 Diagonal A325N 0.333 Bolt Tension 0.89 1.0000 8 21.44 1.042 T7 180 .333 Bolt Shear 0.375 Horizontal A325N 0.364 Diagonal A325N 0.21 34.6250 1 0.043 T8 160 .44 1.711 Diagonal A325N 0.7500 6 13.89 1.89 1.6250 1 0.6250 1 0.037 T2 280 .24 6.44 1.89 1.059 T9 140 .6250 1 0.990 Diagonal A325N 0.333 Bolt Shear 0.6250 1 0.238 Horizontal A325N 0.77 19. horn FAX: (262) 252-3134 Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable Criteria No.60 Leg A325N 1.56 1.44 1.44 1.034 T5 220 .050 T10 120 .20 Leg A325N 1.

3 Pass T8 160 .0 Pass T2 280 .63 12.3 Pass T10 120 . Job Page ERITower Free-Standing Tower Demo 78 of 80 Project Date C-Concepts. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.7 Pass Horizontal L2 1/2x2 1/2x3/16 76 3.5 Pass Diagonal 2L3x3x3/16x3/8 234 26.120 Leg 3 3/4 263 64.6250 1 0.3 Pass Inner Bracing L3x3x3/16 157 0.2 Pass Bracing Redund Diag ROHN 2 STD 303 8.1 304 0.0 Pass Inner Bracing L2 1/2x2 1/2x3/16 118 0.9 Pass Bracing Redund Diag L2 1/2x2 1/2x3/16 358 22.3 Pass T4 240 .3 Pass Diagonal 2L2 1/2x2 1/2x3/16x3/8 78 23.89 1. Inc. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.2 Pass T5 220 . 12612 W.3 Pass T9 140 .160 Leg 3 1/2 185 66.2 Pass Bracing .0 Pass Diagonal L2 1/2x2 1/2x3/16 11 16.27 34.89 1.3 Pass T7 180 .6 Pass Diagonal L3x3x3/16 54 33.240 Leg 3 48 28.9 Pass Bracing Redund Hip L2 1/2x2 1/2x3/16 330 0.140 Leg 3 3/4 224 53.049 Section Capacity Table Elevation Component Size Controlling % Pass Section ft Type Element Capacity Fail No.6 Pass Diagonal L3x3x3/16 32 22.7 Pass Diagonal 2L2 1/2x2 1/2x3/16x3/8 195 32.100 Leg 4 314 74.220 Leg 3 68 27.3 Pass Diagonal 2L2 1/2x2 1/2x3/16x3/8 156 26.673 Diagonal A325N 0. T1 300 .4 Pass Redund Horz 2L1 1/2x1 1/2x1/8 302 25.63 12.0000 8 23.6250 2 5.200 Leg 3 1/4 107 40.333 Bolt Shear 0.2 Pass Bracing Inner Bracing L3 1/2x3 1/2x1/4 290 0.6 Pass Bracing Redund Hip C3x4.4 Pass Horizontal L3 1/2x3 1/2x1/4 229 4.56 1.6 Pass Redund Horz L2 1/2x2 1/2x3/16 328 23.1 Pass Inner Bracing L3x3x3/16 196 0.4 Pass Inner Bracing L3 1/2x3 1/2x1/4 237 0.2 Pass Diagonal 2L2 1/2x2 1/2x3/16x3/8 117 26.9 Pass T3 260 .0 Pass Inner Bracing L2 1/2x2 1/2x3/16 79 0.3 Pass Top Girt L2 1/2x2 1/2x3/16 5 3.4 Pass Horizontal 2L2 1/2x2 1/2x3/16x3/8 323 6.180 Leg 3 1/4 146 53. horn FAX: (262) 252-3134 Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable Criteria No.437 Horizontal A325N 0.5 Pass Horizontal L3x3x3/16 151 3.333 Bolt Shear 0.3 Pass Diagonal 2L3x3x3/16x3/8 335 26.7 Pass Diagonal 2L3x3x3/16x3/8 284 24.0 Leg A325N 1.8 Pass Horizontal L3x3x3/16 208 4. Type Grade Of Load Load Load Ratio ft in Bolts K K Allowable T15 20 .7 Pass Horizontal 2L2 1/2x2 1/2x3/16x3/8 272 5.1 Pass Horizontal L2 1/2x2 1/2x3/16 130 5.2 Pass T6 200 .280 Leg 2 1/4 1 20.333 Bolt Tension 0. inc.260 Leg 2 3/4 25 21.

Inner Bracing L4x4x1/4 340 0.2 Pass Bracing Inner Bracing 2L3x3x3/16x3/8 494 0. Job Page ERITower Free-Standing Tower Demo 79 of 80 Project Date C-Concepts. inc.2 Pass Horizontal 2L3 1/2x3 1/2x1/4x3/8 527 3.7 Pass Redund Horz L2 1/2x2 1/2x3/16 583 65.20 Leg 4 1/2 519 51.0 Pass Bracing Redund Hip 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.8 Pass Bracing Redund Hip L2 1/2x2 1/2x3/16 559 0.9 Pass Bracing Redund Hip L2 1/2x2 1/2x3/16 483 0.8 Pass Horizontal 2L3 1/2x3 1/2x1/4x3/8 578 3.0 Pass Bracing Redund Hip L2 1/2x2 1/2x3/16 585 0.4 Pass T15 20 .1 Pass Horizontal 2L3x3x3/16x3/8 425 4.0 Leg 4 1/2 570 55.4 Pass T12 80 . Inc.9 Pass Bracing Redund Diag L2 1/2x2 1/2x3/16 558 42.4 Pass Diagonal 2L3x3x1/4x3/8 539 31.8 Pass Diagonal 2L3x3x1/4x3/8 488 30.3 Pass Bracing Redund Diag L2 1/2x2 1/2x3/16 456 31.4 Pass T14 40 .4 Pass T13 60 .3 Pass Diagonal 33. horn FAX: (262) 252-3134 Elevation Component Size Controlling % Pass Section ft Type Element Capacity Fail No.3 Pass Bracing Redund Diag L2 1/2x2 1/2x3/16 613 49.7 Pass Diagonal 2L3x3x3/16x3/8 386 29.4 Pass Redund Horz L2 1/2x2 1/2x3/16 537 54.5 Pass Horizontal 2L3x3x3/16x3/8 476 5.0 Pass Bracing Redund Hip L2 1/2x2 1/2x3/16 381 0.0 Pass Bracing Redund Diag L2 1/2x2 1/2x3/16 405 27.0 Pass Redund Horz 65.4 Pass .60 Leg 4 1/4 417 48.80 Leg 4 366 49.2 Pass Bracing Inner Bracing L4x4x1/4 392 0.4 Pass Summary Leg 74.3 Pass Bracing Inner Bracing 2L3 1/2x3 1/2x1/4x3/8 545 0.4 Pass Bracing Inner Bracing 2L3 1/2x3 1/2x1/4x3/8 596 0.2 Pass Diagonal 2L3x3x3/16x3/8 437 31.3 Pass Horizontal 6.3 Pass Bracing Redund Diag 49.2 Pass Bracing Inner Bracing 2L3x3x3/16x3/8 443 0.4 Pass Bracing Redund Diag L2 1/2x2 1/2x3/16 507 36.3 Pass Horizontal 2L3x3x3/16x3/8 374 4.40 Leg 4 1/4 468 52.3 Pass Redund Horz L2 1/2x2 1/2x3/16 481 45.6 Pass Top Girt 3. 12612 W.8 Pass Bracing Redund Hip L2 1/2x2 1/2x3/16 432 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.2 Pass Diagonal 2L3x3x1/4x3/8 579 32.4 Pass Redund Horz L2 1/2x2 1/2x3/16 384 30.7 Pass Redund Horz L2 1/2x2 1/2x3/16 430 37.3 Pass T11 100 .

inc. horn FAX: (262) 252-3134 Elevation Component Size Controlling % Pass Section ft Type Element Capacity Fail No. Inc. Mill Road Example 18:26:48 01/28/03 Menomonee Falls. Bracing Inner Bracing 0. Job Page ERITower Free-Standing Tower Demo 80 of 80 Project Date C-Concepts.3 Pass .4 Pass RATING = 74. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts. 12612 W.

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