You are on page 1of 84

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

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 . 12612 W. The following design criteria apply: Basic wind speed of 70 mph. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts. A wind speed of 61 mph is used in combination with ice. Ice density of 56 pcf. The face width of the tower is 6'8-1/4'' at the top and 36' at the base. Feedline torque is considered. Moments in legs is considered. This tower is designed using the TIA/EIA-222-F standard. Nominal ice thickness of 0. Inc. Stress ratio used in tower member design is 1. Job Page ERITower Free-Standing Tower Demo 1 of 80 Project Date C-Concepts. 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. Pressures are calculated at each section. The base of the tower is set at an elevation of 0' above the ground line. Deflections calculated using a wind speed of 50 mph. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.5000 in. inc.

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) . inc. Job Page ERITower Free-Standing Tower Demo 2 of 80 Project Date C-Concepts. 12612 W. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts. Mill Road Example 18:26:48 01/28/03 Menomonee Falls. 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. 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) . inc. Mill Road Example 18:26:48 01/28/03 Menomonee Falls. Job Page ERITower Free-Standing Tower Demo 3 of 80 Project Date C-Concepts. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts. Inc. 12612 W.

12612 W. horn FAX: (262) 252-3134 Tower No. Job Page ERITower Free-Standing Tower Demo 4 of 80 Project Date C-Concepts. Inc. 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) . WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts. Mill Road Example 18:26:48 01/28/03 Menomonee Falls. inc.

Mill Road Example 18:26:48 01/28/03 Menomonee Falls. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts. 12612 W.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. Job Page ERITower Free-Standing Tower Demo 5 of 80 Project Date C-Concepts. 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.

5000 A36 1 1 1.0000 (36 ksi) T3 260'-240' 2.05 36.5000 A36 1 1 1. inc.00 0.00 0.0000 36.5000 A36 1 1 1.0000 (36 ksi) T13 60'-40' 6.05 36.0000 36.0000 36.0000 (36 ksi) T12 80'-60' 4.05 36. 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' 2.0000 (36 ksi) T6 200'-180' 3. 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 36.05 36.0000 36. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.00 0.05 36.5000 A36 1 1 1.00 0.0000 (36 ksi) T10 120'-100' 4. Inc.00 0.0000 36.5000 A36 1 1 1. Factor Adjust.0000 36.00 0.05 36.0000 (36 ksi) T15 20'-0' 6.00 0.0000 (36 ksi) T8 160'-140' 3.00 0.5000 A36 1 1 1.5000 A36 1 1 1. Weight Mult.00 0.05 36.05 36.00 0.0000 (36 ksi) T7 180'-160' 3.0000 (36 ksi) T4 240'-220' 2. Job Page ERITower Free-Standing Tower Demo 6 of 80 Project Date C-Concepts.05 36.0000 (36 ksi) T11 100'-80' 4.0000 (36 ksi) T2 280'-260' 2.00 0.5000 A36 1 1 1.5000 A36 1 1 1.0000 (36 ksi) T14 40'-20' 6.5000 A36 1 1 1.05 36.0000 36.0000 36.05 36.5000 A36 1 1 1.0000 (36 ksi) T5 220'-200' 3.0000 (36 ksi) Tower Section Geometry (cont’d) .0000 36. 12612 W.00 0.5000 A36 1 1 1.05 36.00 0.0000 36.0000 36. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.05 36.5000 A36 1 1 1.05 36.0000 36.5000 A36 1 1 1.0000 36.0000 (36 ksi) T9 140'-120' 4.05 36.5000 A36 1 1 1.00 0.00 0.0000 36.

K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to the overall length.0000 0.0000 0.0000 0.5 0.0000 1 .85 1 1 1 1 1 1 T11 100'-80' Yes No 1 1 1 1 1 1 1 0.0000 1 0.5 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' 0.85 1 1 1 1 1 1 T15 20'-0' Yes No 1 1 1 1 1 1 1 0.0000 1 0.5 0.85 1 1 1 1 1 1 T13 60'-40' Yes No 1 1 1 1 1 1 1 0. inc.0000 0.0000 0.0000 0.0000 1 T9 140'-120' 0.0000 0.0000 0.0000 0.0000 1 T5 220'-200' 0.5 0.75 0.75 0.0000 1 0.0000 1 T3 260'-240' 0.0000 1 T8 160'-140' 0.0000 0.0000 1 0.75 0.0000 1 0.5 0.75 0.0000 0.0000 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.0000 1 0.5 0.85 1 1 1 1 1 1 T5 220'-200' Yes No 1 1 1 1 1 1 1 0.75 0.85 1 1 1 1 1 1 T10 120'-100' Yes No 1 1 1 1 1 1 1 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 0.75 0.0000 0.0000 0.5 0.75 0.0000 1 0.0000 0.75 0.75 0.0000 1 0.75 0.75 0.75 0.0000 0.75 0.0000 0.0000 0.75 0.0000 1 0.75 0.5 0.75 0.0000 0.0000 0.75 0.0000 1 0.75 0.0000 1 0.0000 0.5 0.75 0.0000 0.75 0.75 0.75 0.5 0.75 0.75 0.0000 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.5 0.75 0.75 0.75 0.0000 0. Inc. 12612 W.0000 0.0000 1 0.0000 0.85 1 1 1 1 1 1 T2 280'-260' Yes No 1 1 1 1 1 1 1 0.0000 0.0000 1 0.0000 1 0.75 0.75 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.0000 1 0. Job Page ERITower Free-Standing Tower Demo 7 of 80 Project Date C-Concepts.85 1 1 1 1 1 1 T14 40'-20' Yes No 1 1 1 1 1 1 1 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 0.0000 1 0.0000 0.0000 0.0000 1 0.0000 0.0000 0.75 0.0000 1 T4 240'-220' 0.0000 0.0000 1 0.85 1 1 1 1 1 1 T7 180'-160' Yes No 1 1 1 1 1 1 1 0.85 1 1 1 1 1 1 T3 260'-240' Yes No 1 1 1 1 1 1 1 0.0000 0.0000 1 0.0000 1 T6 200'-180' 0.75 0.0000 0.85 1 1 1 1 1 1 1 Note: K factors are applied to member segment lengths.0000 1 0.5 0.75 0.5 0.5 0. horn FAX: (262) 252-3134 K Factors1 Tower Calc Calc Legs X K Single Girts Horiz.0000 1 T10 120'-100' 0.5 0.0000 1 T7 180'-160' 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 T2 280'-260' 0.85 1 1 1 1 1 1 T6 200'-180' Yes No 1 1 1 1 1 1 1 0.85 1 1 1 1 1 1 T8 160'-140' Yes No 1 1 1 1 1 1 1 0.75 0.75 0.85 1 1 1 1 1 1 T9 140'-120' Yes No 1 1 1 1 1 1 1 0.

6250 1 0.0000 0.7500 4 0.0000 8 0. Bolt Size No.6250 1 0.75 0.6250 1 0.75 0.6250 1 0.0' 12 12 1.6250 2 0.0000 1 0.0000 0.6250 1 0.6250 0 0.75 0. Bolt Size No.6250 0 A325N A325N A325N A325N A325N A325N A325N T15 20'-0' Flange 1.7500 6 0.6250 1 0.0000 0.6250 1 0.75 0.6250 1 0.6250 1 0.0000 1 0.6250 1 0.7500 4 0.6250 1 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T7 180'-160' Flange 0.0000 1 T12 80'-60' 0.6250 1 0.6250 2 0.0000 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.6250 2 0.6250 0 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T8 160'-140' Flange 0.0000 0.5500 1.6250 2 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T6 200'-180' Flange 0.6250 1 0.0' 4 4 1.6250 1 0.75 0.6250 1 0.6250 1 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T2 280'-260' Flange 0.6250 1 0.6250 2 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T14 40'-20' Flange 1.0000 0.75 0.7500 4 0.6250 1 0. Bolt Size No.0000 0.6250 1 0.6250 1 0.6250 1 0.0000 0.6250 0 0.6250 1 0.6250 1 0.6250 2 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T4 240'-220' Flange 0.6250 1 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T13 60'-40' Flange 1.6250 1 0.6250 1 0.6250 0 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls. 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' 0.7500 4 0.7500 4 0.0000 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T5 220'-200' Flange 0.75 0.6250 1 0.6250 0 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T9 140'-120' Flange 0.0000 1 0.0000 0.6250 1 0.7500 6 0.7500 4 0.75 0.9800 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.0000 1 T14 40'-20' 0.6250 1 0.6250 1 0.7500 4 0.75 0.6250 0 0.6250 1 0.75 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T10 120'-100' Flange 0.0000 8 0.75 0. inc.0000 1 0.0000 1 0.6250 1 0.6250 1 0.6250 1 0.0000 1 T13 60'-40' 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T3 260'-240' Flange 0.6250 1 0.6250 1 0.0000 0.9800 1.6250 0 A325N A325N A325N A325N A325N A325N A325N T12 80'-60' Flange 1.75 0.0000 1 0. Job Page ERITower Free-Standing Tower Demo 8 of 80 Project Date C-Concepts. Bolt Size No.6250 2 0.6250 0 0.0000 0.0000 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T11 100'-80' Flange 1.6250 1 0.6250 1 0.0000 0.6250 0 0.6250 1 0.75 0.0000 0.0000 0.75 0.00 .6250 1 0.6250 2 0.6250 0 0. in in in in in in in T1 300'-280' Flange 0.5500 0.0000 1 0.0000 0.75 0.6250 1 0. Bolt Size No.6250 0 0.0000 8 0.6250 1 0.6250 1 0.6250 1 0.6250 2 0. 12612 W.0000 0.75 0.0000 8 0.6250 0 0.6250 1 0.0000 1 0.75 0.75 0.0000 8 0.6250 2 0.6250 1 0.75 0.6250 1 0.6250 1 0.75 0.0000 0.0000 0.0000 0.0000 1 T15 20'-0' 0.6250 0 0.6250 1 0.0000 1 0.6250 1 0.6250 0 0.7500 6 0. Inc. Bolt Size No.6250 0 0.00 1 1/4 C Yes Ar (CfAe) 232' .0000 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 0.

9800 0. inc.000 0.000 0.933 0.25xFW 1 5/8 A Yes Ar (CfAe) 300' .000 0.000 0.000 0.25 C 16.000 0.000 0.600 0.000 0.000 0.000 0.000 0.000 0.600 0.25 C 16.000 0.00 C 0.000 0.000 0.25 B 39.000 0.000 0.600 0.000 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls. Job Page ERITower Free-Standing Tower Demo 9 of 80 Project Date C-Concepts.000 0.000 0.000 0.000 0.933 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 0.25 B 39.09 T12 80'-60' A 39.25xFW 1 5/8 C Yes Ar (CfAe) 218' .000 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.600 0.933 0.25 B 39.000 0.25 C 6.000 0.25 C 16.600 0.000 0.000 0.600 0.000 0.933 0.000 0.600 0.0' 2 2 1.000 0.09 T15 20'-0' A 39.000 0.000 0.03 T5 220'-200' A 39.000 0.25 C 16.000 0.200 0.000 0.000 0.09 T8 160'-140' A 39.000 0.000 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: -0.000 0.000 0.000 0.25 B 39.000 0.000 0.000 0.600 0.000 0. 12612 W.25 C 16.25 B 0.920 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.25 B 7.600 0.25 B 39.000 0.600 0.000 0.600 0.000 0.000 0.000 0.000 0.00 Offset: 0.000 0.000 0.000 0.09 T14 40'-20' A 39.25 B 39.600 0.000 0.25 C 16.000 0.000 0.09 T6 200'-180' A 39.000 0.933 0.000 0.600 0.09 T10 120'-100' A 39.000 0.9800 0.09 Feed Line/Linear Appurtenances Section Areas .600 0.25 B 39.000 0.600 0.600 0.000 0.000 0.25 C 16.000 0.000 0.000 0.25 B 0.000 0.000 0.000 0.000 0.600 0.600 0.000 0.000 0.09 T13 60'-40' A 39.273 0.600 0.000 0.000 0.000 0.000 0.9800 1.000 0.000 0.000 0.000 0.600 0.600 0.000 0.000 0.000 0.25 B 39.000 0.000 0.600 0.000 0.000 0.000 0.25 C 16.000 0.000 0.000 0.600 0.000 0.00 C 0.00 T2 280'-260' A 39.600 0.000 0.0' 12 12 1. Inc.000 0.000 0.25 C 16.000 0.933 0.000 0.09 T7 180'-160' A 39.000 0.600 0.000 0.933 0.000 0.600 0.25 B 39.25 B 39.000 0.000 0.00 T3 260'-240' A 39.000 0.000 0.000 0.000 0.000 0.600 0.000 0.9800 1.000 0.000 0.933 0.25 B 39.000 0.000 0.25 C 16.000 0.000 0.With Ice .000 0.09 T9 140'-120' A 39.000 0.000 0.000 0.000 0.25 C 16.000 0.000 0.000 0.05 C 0.933 0.000 0.000 0.000 0.09 T11 100'-80' A 39.000 0.000 0.000 0.00 T4 240'-220' A 39.000 0.000 0.000 0.000 0.25 B 39.933 0.

000 0.000 0.000 0.61 B 59.26 T15 20'-0' A 0.61 C 26.933 0.000 0.600 0.61 B 59.000 0.600 0.26 T8 160'-140' A 0.61 B 59.000 0.500 59.000 0.500 59.000 0.000 0.600 0.000 0.000 0.702 6.600 0.933 0.26 T10 120'-100' A 0.000 0.61 B 11.000 0.000 0.000 0.500 59.500 59.26 T12 80'-60' A 0.600 0.000 0.600 0.000 T3 260'-240' A 0.600 0.61 B 59.000 0.61 B 0. Job Page ERITower Free-Standing Tower Demo 10 of 80 Project Date C-Concepts.61 B 59.600 0.933 0.500 59.600 0.000 0.000 0.000 0.000 0.000 0.600 0.61 C 26.26 Feed Line Shielding Section Elevation Face AR AR AF AF Ice Ice 2 ft ft ft2 2 ft ft2 T1 300'-280' A 0.500 59.61 C 26.600 0.000 0.61 C 26.000 0.000 0.000 0.000 0.000 0.000 0.000 0.500 59.000 0.61 B 59.000 3.000 0.500 59.61 C 26.000 0.200 0.000 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 0.600 0.000 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.000 0.000 0.26 T7 180'-160' A 0.000 0.394 .000 0.000 0.000 0.000 0.000 0.000 0.000 0.12 C 0.61 C 26.000 0.000 C 0.000 0.000 0.000 0.000 0.000 0.600 0.000 0.000 0.500 59.000 0.000 C 0.000 0.000 0.61 C 26.61 C 25.000 0.61 C 26.000 0.476 6.000 0.000 0.00 T4 240'-220' A 0.933 0.000 0.000 0.000 0.000 0.600 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.000 0.600 0.920 0.000 0.000 0.000 0.00 T2 280'-260' A 0.000 0.600 0.000 0.000 0.000 0.000 0.000 0.500 59.000 0.600 0.000 0.600 0.000 0.933 0.000 3.933 0.000 0.000 0.000 0.26 T9 140'-120' A 0.933 0.24 T6 200'-180' A 0.000 0.940 0.000 0.000 0.000 0.000 0.61 B 59.000 0. 12612 W.000 0.000 0.000 0.26 T13 60'-40' A 0.000 0.000 0.000 0. Inc.000 0.600 0.000 0.810 B 0.000 0.933 0.000 0.000 0.000 0.000 0.500 59.000 0.500 59.000 0.000 0.000 0.000 0.000 0.500 59.000 0.000 0.000 0.61 B 59.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.600 0.000 T2 280'-260' A 0.000 0.000 0.600 0.933 0.000 0.00 T3 260'-240' A 0.000 0.000 0.000 0.000 0.000 0.600 0.000 0.000 0.000 0.61 B 59.000 0.61 B 59.000 0.00 C 0.61 C 26.000 0.09 T5 220'-200' A 0.000 0.000 0.000 0.000 0.000 0.26 T14 40'-20' A 0.61 B 59.000 0.000 3.61 C 26.000 0.61 B 0.000 0.000 0.760 7.000 0.61 C 10.000 0.000 0.500 59.600 0.000 0. inc.00 C 0.000 0.600 0.600 0.000 0.000 0.000 0.000 0.600 0.26 T11 100'-80' A 0.000 0.000 0.167 B 0.61 B 59.500 59.933 0.000 0.000 0.000 0.000 0.600 0.000 0.

221 4.000 2.000 2.759 T9 140'-120' A 1.000 0.000 0.1681 -6.000 0.000 0.000 0.905 5.040 2.5922 -8.8213 1.000 1.580 6.4965 -8.000 1.547 B 0.000 3.547 C 0.9289 -5.000 2.432 2.000 3.0633 -7.709 C 0.000 0.000 2.563 6.000 1. Inc.0238 -7.000 0.3771 -7.5678 -8.000 0.000 1.910 5.905 5.0818 T12 80'-60' 1.357 C 0.8877 -6.221 2.000 1.7898 -6.000 0.357 B 0.517 B 0.2674 1.000 0.331 T6 200'-180' A 0.000 0.9490 T4 240'-220' 1.000 0.3322 -8.949 T5 220'-200' A 0.8093 T8 160'-140' 0.000 3.6472 T5 220'-200' 0.493 6.000 3.000 3.488 2.000 0.032 T11 100'-80' A 0.563 6.4523 T10 120'-100' 1.000 0.910 5.000 0.000 1.221 4.5412 1.9091 -6.3367 T3 260'-240' -6.709 B 0. inc.608 B 0. Job Page ERITower Free-Standing Tower Demo 11 of 80 Project Date C-Concepts.810 5.2963 -4. horn FAX: (262) 252-3134 Section Elevation Face AR AR AF AF Ice Ice ft ft2 ft2 ft2 ft2 B 0.481 6.032 T12 80'-60' A 0.000 T4 240'-220' A 0.005 0.2540 -6.105 C 0.524 3. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.608 C 0.517 C 0.000 0.000 3.972 T15 20'-0' A 0.000 0.473 T7 180'-160' A 0.278 B 1.000 3.473 B 0.948 T14 40'-20' A 0.508 2.000 0.531 3.524 C 0.000 3.000 0.000 0.000 0.000 0.7949 T9 140'-120' 1.580 6.000 3.7899 T2 280'-260' -8.155 2.4398 -8.000 2.242 2.1773 1.000 0.577 C 0.695 1.105 B 0.933 T10 120'-100' A 0.2901 -4.377 B 0.430 T8 160'-140' A 0.000 3.223 2.3517 T7 180'-160' 0.1037 -7.4787 1.000 3.000 3.3168 1.000 0.000 0.508 2.000 0.8570 1.000 0.000 0.000 0.945 Feed Line Center of Pressure Section Elevation CPX CPZ CPX CPZ Ice Ice ft in in in in T1 300'-280' -7.577 B 0.000 0.000 0.950 1.000 0.855 5.000 0.524 B 0.810 5.000 0.0807 T6 200'-180' 0.709 B 0.8512 -6.000 0.2547 -6.456 0.000 0.000 1.9645 -6.1186 -7.000 3.526 6.279 C 0.473 C 0.223 2. 12612 W.1271 1.2279 -6.000 1.2435 -5.709 C 0.278 C 0.0780 1.445 1.525 6. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.000 3.000 0.000 0.349 6.526 6.5860 .2128 -7.040 2.000 2.9214 1.7863 -9.0029 -7.481 6.4138 T13 60'-40' 1.493 6.5592 -8.000 2.855 5.494 2.4341 -7.986 T13 60'-40' A 0.000 1.349 6.377 C 0.525 6.6900 -4.000 2.000 1.7521 T11 100'-80' 1.000 0.

60 3.00 0.67 6.22 4.75 3.02 0' 1/2'' Ice 5.25 0.07 0.60 3.52 (4) 68000/68010 w/Pipe C From Face 4. horn FAX: (262) 252-3134 Section Elevation CPX CPZ CPX CPZ Ice Ice ft in in in in T14 40'-20' 1.99 6.22 4.19 4'' Ice 8.76 0.10 4'' Ice 59.40 1.80 2'' Ice 37.20 26.07 6.40 0.80 1.70 (3) ALP 8010 A From Face 4.87 13.75 3.0000 307'6'' No Ice 3.40 4.10 1'' Ice 6.00 0.22 0. C None 0.6870 -9.06 0' 1'' Ice 4.27 0.0371 1.06 0' 1'' Ice 4.40 4. Inc.67 6.85 9.1763 -8.53 4.80 2'' Ice 37.1356 -8.0000 23' .85 9. Job Page ERITower Free-Standing Tower Demo 12 of 80 Project Date C-Concepts.20 0.03 Mount 0' 1/2'' Ice 4.03 Mount 0' 1/2'' Ice 4.0000 244' No Ice 15.00 0.80 59.27 0.76 0. 12612 W.06 0' 1'' Ice 4. inc.80 59.7669 T15 20'-0' 1.0000 244' No Ice 3.0000 244' No Ice 3.0000 244' No Ice 3.02 0' 1/2'' Ice 5.00 3. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.99 6.25 0.11 2'' Ice 5.20 0.00 0.99 3.08 1/2'' Ice 4.0000 232' No Ice 5.11 2'' Ice 5.07 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.87 0.65 1'' Ice 26.03 Mount 0' 1/2'' Ice 4.60 0.77 0.99 3.02 0' 1/2'' Ice 5.77 0. C None 0.19 4'' Ice 8.20 9.20 0.25 0.22 0.60 0.09 2'' Ice 7.01 .98 3.67 4.76 0.6267 -8.22 4.75 3.40 0.22 0.63 0.60 3.232' No Ice 15.00 0.07 0.00 0.50 Frame Sector Mount 1/2'' Ice 20.60 20.40 37.00 15.21 4'' Ice 7.22 4.21 4'' Ice 7.06 0' 1'' Ice 6.77 0.52 (4) 68000/68010 w/Pipe B From Face 4.40 4.00 0.43 FR70-12-L2 C From Face 4.99 6.40 1.21 4'' Ice 7.00 0.60 20.67 4.65 1'' Ice 26.00 0.63 0.00 0.40 37.31 0.63 0.50 Frame Sector Mount 1/2'' Ice 20.98 0.31 0.00 0.40 0.23 4'' Ice 13.53 0.00 0.31 0.43 FR70-12-L2 B From Face 4.09 2'' Ice 7.0000 300' No Ice 3.0000 232' No Ice 5.3205 1.27 0.14 2'' Ice 9.22 4.00 15.80 1.0000 232' No Ice 5.10 4'' Ice 59.20 26.0868 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 0.85 9.67 4.67 6.70 FR70-12-L2 A From Face 4.43 PiROD 15' Universal T.11 2'' Ice 5.99 3.52 PiROD 15' Universal T.00 0.19 4'' Ice 8.06 0' 1'' Ice 6.06 0' 1'' Ice 6.07 0.54 (4) 68000/68010 w/Pipe A From Face 4.09 2'' Ice 7.22 4.

02 (3) ALP 8010 B From Face 4.01 0' 1/2'' Ice 4.00 0.71 C 15.28 1'' Ice 13.65 1'' Ice 26.395 9.02 4'' Ice 6.105 7. inc.80 2'' Ice 37.000 B 20.505 32.20 26.22 0.00 0.00 0.85 0.80 1.22 0.95 0.47 0.98 0.60 4.617 10.173 17.182 33.42 2'' Ice 14.22 0.46 0. 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 4.57 0.46 6.10 0.01 0' 1/2'' Ice 4.60 0.60 0.505 32.0000 300' No Ice 3.02 4'' Ice 6.46 0.000 0.71 4'' Ice 16.392 49.60 0. Inc.60 4.No Ice GH = 1.22 5.28 Tower Pressures .29 0.617 14.98 3.14 w/Radome Leg 1/2'' Ice 13.440 7.29 4.02 (3) ALP 8010 C From Face 4.01 2'' Ice 5.000 0.30 C 18.017 32.017 14.814 49.46 6.782 9. C None 0.088 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' 1.783 22 225.01 0' 1'' Ice 4.000 B 18.0000 218' 4.006 A 17.823 23 184.000 0.29 4.000 0.395 9.182 14.29 0.29 4.02 PiROD 15' Universal T. Job Page ERITower Free-Standing Tower Demo 13 of 80 Project Date C-Concepts.22 5.814 49.01 2'' Ice 5.46 6.60 0.98 3.680 47.80 59.60 4.627 A 11.10 4'' Ice 59.71 T2 280'-260' 270' 1.01 2'' Ice 5.29 0.589 A 14.006 A 17.937 26.861 23 150.000 B 17.182 33.98 0.00 15.440 7.68 0.01 0' 1'' Ice 4.28 C 20.617 10.000 B 15.00 0.30 T3 260'-240' 250' 1.60 20.505 12.20 0.50 Frame Sector Mount 1/2'' Ice 20. 12612 W.40 37.22 5.0000 300' No Ice 3.85 .77 0.70 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 2.01 0' 1'' Ice 4.62 0.40 1.43 T4 240'-220' 230' 1.693 48.02 4'' Ice 6.741 22 265. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.017 14.0000 300' No Ice 15. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.80 1.46 0.00 No Ice 12.868 10.

30 C 47.000 0.385 72.741 16 0.000 0.956 13.089 54.356 14.509 A 51.472 53.124 18.122 53.258 A 27.258 A 15.45 T5 220'-200' 210' 1.195 12. 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 20.851 14.000 B 49.57 Tower Pressure .217 56.783 17 0.327 72.956 13.000 B 21.000 B 22.550 52.675 A 20.697 21 305.000 0.55 C 40.441 10.289 18.181 10.521 14.48 19 466.5000 266.000 B 38.000 0.45 C 26.181 10.000 0.000 0.813 52.423 A 21.861 18 0.556 27. Inc.841 36.06 T7 180'-160' 170' 1.619 20.785 20.000 0.55 0.824 72.625 14.790 14.000 .745 27.76 T6 200'-180' 190' 1.813 52.956 15.880 19.68 T11 100'-80' 90' 1.09 C 37.37 T8 160'-140' 150' 1.17 0.190 14.092 A 41.258 A 34.000 0.675 A 38.790 14.356 15.190 14.309 73.025 14.092 A 24.332 17 546.000 0.000 0.000 B 34.55 0.956 13.638 50.851 15.014 70.000 0.958 17.862 30.841 13.125 51.939 25.90 0.686 14.521 36.000 0.121 14.49 C 51.286 11.675 A 35.15 0.218 13.000 0.76 T10 120'-100' 110' 1.09 0.451 10.107 31.000 B 23.625 15.121 12.97 T9 140'-120' 130' 1.000 0.88 C 28.089 54.823 17 0.000 0.14 C 25.07 T3 260'-240' 250' 1.95 0.276 27.451 10.451 15.125 21.55 T5 220'-200' 210' 1.697 16 0.217 27.125 51.217 56.126 14 627.17 C 22.09 T15 20'-0' 10' 1 13 707.30 0.925 23.000 B 24.5000 307.454 18.472 53.642 52.122 53.550 54.088 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' 1.195 12.090 50.356 34.092 A 45.31 0.286 14.451 14.11 T2 280'-260' 270' 1.With Ice GH = 1. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.90 C 28.11 T13 60'-40' 50' 1.423 A 24.952 12.15 C 53.521 14.790 14.625 15.597 20 385.190 14.32 0.07 C 22.025 14.62 T4 240'-220' 230' 1.649 21 345.327 72.000 B 27. inc.295 A 12.121 12.5000 186.32 C 24.000 B 41.509 A 49. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.642 52.289 19. Job Page ERITower Free-Standing Tower Demo 14 of 80 Project Date C-Concepts.47 0.77 T12 80'-60' 70' 1. 12612 W.124 19.5000 226.140 31.000 B 51.841 36.06 T14 40'-20' 30' 1 13 667.24 16 587.550 54.45 0.88 0.464 31.550 52.43 C 36.11 C 19.5000 152.760 28.790 14.090 50.521 36.952 14.638 50.15 0.301 27.521 14.549 31.956 13.000 B 20.625 14.000 0.559 29.958 18.000 B 19.590 30.000 B 35.488 34.43 0.790 14.956 14.95 C 43.675 A 18.411 18 506.356 14.000 B 27.000 B 45.541 19 426.956 14.841 A 27.356 14.49 0.268 16.

010 77.5000 588.105 7.423 A 21.814 49.297 16.025 14.628 18.092 A 28.000 B 21.88 0.80 0.436 73.000 0.297 17.471 75.35 T14 40'-20' 30' 1 9 0.217 27.522 41.694 13.823 12 184.462 17.000 0.017 32.45 T5 220'-200' 210' 1.793 18.000 0.190 13.617 10.868 10.47 0.59 C 60.129 17.210 50.761 A 53.010 77.505 32.000 B 18.344 A 41.088 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' 1.332 13 0.294 14.84 T11 100'-80' 90' 1.006 A 17.98 C 34.5000 467. Job Page ERITower Free-Standing Tower Demo 15 of 80 Project Date C-Concepts.000 0.48 14 0.790 14.090 50.71 C 15.129 14.364 13.790 14.395 9.288 76.579 15.964 13.268 16.47 C 27.5000 508.53 T9 140'-120' 130' 1.109 76.964 13.167 77.004 77.182 33.31 T15 20'-0' 10' 1 9 0.440 7.000 0.000 B 45.75 0.628 18.294 16.5000 427.178 A 60.06 T12 80'-60' 70' 1.579 13.625 14.814 49.20 0.Service GH = 1.29 C 63.30 T3 260'-240' 250' 1. 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 24.000 0.000 B 53.509 A 31.451 10.000 0.000 B 20.71 T2 280'-260' 270' 1.964 18.627 A 11.860 13.24 T13 60'-40' 50' 1.334 40.090 50.958 19.5000 387.000 B 17.505 12.460 13.130 21.65 T8 160'-140' 150' 1.927 A 39.866 81.505 32.697 11 305.004 77.790 13.17 .000 0.80 C 42.47 0.309 73.927 A 31.95 0.15 0.5000 548.109 76.436 73.000 B 15.680 47.28 C 20.77 0.220 77.83 Tower Pressure .5000 709.649 16 0.29 0.5000 628.000 0.5000 669.80 T10 120'-100' 110' 1.24 12 0.741 11 265.288 76.541 14 0.575 74.000 B 41.965 43. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.182 14.817 42.617 14.344 A 45.460 15.294 13.75 C 48. 12612 W.440 7.000 0.451 15.575 74.364 13.792 45.000 B 31.866 81.000 B 31.85 C 20.625 15.589 A 14.693 48.17 0.000 0.98 0.220 77.294 16.20 C 44.59 0.30 C 18.000 B 48.000 0.124 19.178 A 57.01 0.782 9.000 0.000 0.006 A 17.47 C 56.000 0.435 41.000 B 60.411 13 0.462 18.129 17.860 13.861 12 150.000 B 39.43 T4 240'-220' 230' 1.851 15.131 18. inc.88 C 31.182 33.783 11 225.937 26.787 43.129 13.597 15 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.772 45.694 14.617 10.5000 347.392 49.395 9.761 A 48.964 18.580 44.017 14.85 0.126 11 0.529 14.56 T7 180'-160' 170' 1.631 44.03 T6 200'-180' 190' 1.017 14.529 13.471 75.15 C 34. Inc.01 C 51.173 17.000 B 28.167 77.000 B 57.

581 1 1 23.23 0.217 56.217 56.45 0.57 Tower Forces .585 1 1 30.817 0.258 A 27.43 0.125 51.000 B 24.686 14.356 15.186 0.157 2.550 54.90 C 28.45 C 26.234 2.No Ice .356 14.000 B 27.39 2.625 14.747 0.49 C 51.000 B 41.37 T8 160'-140' 150' 1.807 C 0.95 0.597 10 385.675 A 38.190 14.149 2.701 0.521 14.15 B B 0.089 54.591 1 1 57.454 18.000 B 45.472 53.745 27.813 52.75 0.862 30.90 A 0.550 54.286 11.956 15.089 54.774 0.880 19.152 2.107 31.000 0.025 14.88 0.625 14.289 19.11 T13 60'-40' 50' 1.472 53.000 0.084 0.124 18.000 B 49.424 0.594 1 1 54.424 0.539 0.77 T12 80'-60' 70' 1.611 3.958 18.254 2.000 0.12 0.16 B .486 0.582 1 1 19.12 A B 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.06 T7 180'-160' 170' 1.06 A 0.78 3.550 52.674 T4 240'-220' 0.464 31.590 30.648 1 1 42.95 0.90 0.76 T6 200'-180' 190' 1.000 0.55 C 40.638 50.952 12.807 T2 280'-260' 0.790 14.42 A 0.16 B B 0. Inc.581 1 1 23.851 14.000 0.14 B B 0.126 7 627.234 2.918 2.423 A 24.61 A 0.302 0.000 0.124 19.000 B 38.286 14.486 0.88 C 28.97 T9 140'-120' 130' 1.258 A 34.841 A 27.509 A 51.289 18.301 27.669 T5 220'-200' 0.138 2. Mill Road Example 18:26:48 01/28/03 Menomonee Falls. 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 22.16 A 0.95 C 43.39 A 0.763 0.42 2.000 B 34.785 20.559 29.190 2.642 52.956 13.37 2.55 0.78 4.675 A 35.549 31.30 C 47.734 C 0.37 1.47 0.723 0.13 A B 0.763 0.000 B 27.625 15. Job Page ERITower Free-Standing Tower Demo 16 of 80 Project Date C-Concepts.603 1 1 47.203 2.121 12.025 14.451 14.169 2.790 14.583 1 1 42.152 2.49 A 0.451 10.521 14.958 17.000 0.06 T14 40'-20' 30' 1 6 667.411 9 506.254 2.58 1 1 29.000 0.259 C 0.Wind Normal To Face Section Add Self F e CF RR DF DR AE F w Ctrl.000 0.125 51.140 31.598 1 1 51.774 0.137 2.49 0.790 14.733 T3 260'-240' 0.000 B 51.603 1 1 47.000 B 35.625 15.15 C 53.575 T6 200'-180' 0.190 14.217 2.259 2.598 1 1 51.344 2.332 9 546.585 0.121 14.092 A 45.539 0.000 0.09 C 37.15 0.541 10 426.956 14.43 C 36.217 2.952 14.594 1 1 54.149 2.956 13.813 52.092 A 41.09 T15 20'-0' 10' 1 6 707.65 3.638 50.819 0.615 1 1 47.659 C 0.125 21.30 0.440 2.163 2.63 1 1 45.438 3.642 52.68 T11 100'-80' 90' 1.48 9 466. Elevation Weight Weight a Face c ft K K e ft2 K klf T1 300'-280' 0.58 1 1 26. inc.485 T7 180'-160' 0.488 34.122 53.550 52.733 C 0.734 2.649 11 345.77 3.24 8 587.582 1 1 19.68 0.76 T10 120'-100' 110' 1.298 2.584 1 1 38.509 A 49.11 A B 0.122 53.611 C 0.619 20.24 0.790 14.760 28. 12612 W.09 0.

8 1 26.585 0.581 1 1 83.8 1 44.63 0.8 1 16.69 A 0.683 2.438 C 0.134 2.84 0.26 0.8 1 20.626 C 0.15 2.70 A 0.175 2.583 0.16 77.42 A 0.603 0.71 0.771 0.24 0.39 2.578 1 1 61.581 1 1 45.582 0.741 0.58 0.203 2.37 1.452 3.084 0.162 2.584 1 1 69.121 2.217 2.486 0.149 2.539 0.594 0.44 A 0.579 1 1 58.8 1 52.581 0.752 0.13 2.171 2.56 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.39 A 0.708 T9 140'-120' 0.8 1 49.776 0.683 C 0.77 3.776 0.254 2.8 1 39.16 B B 0.203 2.581 1 1 83.729 0.500 T4 240'-220' 0.644 .701 0.584 0.004 Sum Weight: 11.47 A 0.8 1 37.598 0. horn FAX: (262) 252-3134 Section Add Self F e CF RR DF DR AE F w Ctrl.591 1 1 57.583 1 1 72.8 1 39.14 B B 0.90 A 0.78 4.126 2.15 B B 0.96 8.719 C 0.90 kip-ft Tower Forces .584 1 1 69.026 T6 200'-180' 0.591 0.16 B B 0.155 2. Elevation Weight Weight a Face c ft K K e ft2 K klf B 0.662 0.136 2.584 0.313 3.96 7.8 1 52.698 T10 120'-100' 0.729 0.013 2.125 2.86 0.84 6.707 0.626 3.8 1 49.424 0.500 3.013 C 0. 12612 W.452 C 0.217 2.42 2.13 A 0.168 2.84 5.204 2.824 0.157 2.234 2. Job Page ERITower Free-Standing Tower Demo 17 of 80 Project Date C-Concepts.8 1 25.149 2.683 0.84 5.763 0.819 0.648 0.06 A 0.8 1 42.603 0.502 2.486 0. inc.586 1 1 66.041 2.254 2.171 C 0.313 C 0.741 0.84 5.774 0.43 0.12 A B 0.594 0.344 2.169 2.615 T5 220'-200' 0.864 0. Inc.817 0.234 2.54 0.49 A 0.155 2.820 3.586 1 1 66.31 0.04 0.424 0.16 A 0.44 0.584 0.774 0.582 1 1 80.61 A 0.298 2.17 B B 0.12 A B 0.583 1 1 76.14 B B 0.15 B B 0.583 1 1 76.138 2.186 0.853 2.581 0.882 0.302 0.579 1 1 55.35 0. Elevation Weight Weight a Face c ft K K e ft2 K klf T1 300'-280' 0.754 0.559 C 0.581 0.868 0.18 B B 0.500 C 0.439 2.22 A 0.162 2.152 2.598 0.8 1 44.041 C 0.137 2.8 1 34.591 1 1 65.8 1 47.587 1 1 60.225 T7 180'-160' 0.168 2.591 1 1 65.747 0.615 0.898 C 0.8 1 22.683 0.124 2.591 0.846 0.054 C 0.149 2.135 T13 60'-40' 0.86 45.58 0.054 T3 260'-240' 0.13 B B 0.93 0.15 2.585 0.587 1 1 60.8 1 44.583 1 1 72.149 2.8 1 47.158 2.11 A B 0.15 0.582 1 1 80.204 2.585 0.575 T15 20'-0' 0.763 0.8 1 20.11 0.625 C 0.90 A 0.65 3.175 2.578 1 1 69.820 C 0.582 1 1 53.578 1 1 65.719 T2 280'-260' 0.582 0.16 B B 0.61 A 0.203 2.388 T12 80'-60' 0.17 B B 0.158 2.539 0.8 1 16.831 0.132 T11 100'-80' 0.898 3.758 3.No Ice .585 0.454 T14 40'-20' 0.78 3.579 1 1 48.78 5.50 OTM 6542.758 C 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.577 1 1 72.752 0.163 2.559 3.152 2.181 2.662 0.771 0.17 B B 0.96 8.37 2.181 2.155 2.49 0.Wind 60 To Face Section Add Self F e CF RR DF DR AE F w Ctrl.395 T8 160'-140' 0.723 0.707 0.

095 C 0.003 2.01 0.61 A 0.256 3.437 2.594 0.062 C 0.204 2.084 0.13 B B 0.15 B B 0.97 0.125 2.584 0. Elevation Weight Weight a Face c ft K K e ft2 K klf T1 300'-280' 0.217 2.203 2.91 0.543 T4 240'-220' 0.974 T3 260'-240' 0.22 A 0.062 2.134 2.8 1 47.155 2.234 2.85 1 48.77 0.85 1 53.774 0.586 0.615 0.50 OTM 5981.15 B B 0.583 0.8 1 61.15 B B 0.581 0.124 2.081 T8 160'-140' 0.8 1 59.8 1 58.581 0.254 2.579 0.771 0.578 0.662 0.864 0.181 2.539 0.579 0.424 0.095 2.236 2.915 2.96 8.13 B B 0.14 0.587 0.163 T6 200'-180' 0.85 1 50.256 .63 0. 12612 W.158 2.203 2.080 2.85 1 17.603 0.752 0.8 1 55.996 C 0.294 Sum Weight: 11.752 0.591 0.584 0.44 A 0.585 0.85 1 23.628 T5 220'-200' 0.78 4.84 6.701 0.586 0. inc.54 0.591 0.06 A 0.216 T12 80'-60' 0.817 0.8 1 50.486 0.186 0.915 C 0.524 3.85 1 27.16 B B 0.152 2.168 2.725 2.78 3.584 0.15 2.149 2.8 1 46.39 A 0.585 0.65 3.78 5.8 1 64.763 0.003 C 0.591 0.302 0.152 2.85 1 60.8 1 71.741 0.771 0.747 0.85 1 60.69 A 0. Job Page ERITower Free-Standing Tower Demo 18 of 80 Project Date C-Concepts.47 A 0.729 0.85 1 26.85 1 45.001 T10 120'-100' 0.961 T14 40'-20' 0.370 C 0.8 1 61.8 1 52.77 3.582 0.8 1 43.974 C 0.524 C 0.18 0.182 2.776 0.582 0.85 1 17.39 2.85 1 35.67 0.37 1.683 0.204 2.581 0.85 1 45.42 2.14 B B 0. Elevation Weight Weight a Face c ft K K e ft2 K klf T8 160'-140' 0.70 A 0.12 A B 0.234 2.90 A 0.591 0.175 2.35 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.155 2.8 1 67.882 0.05 0.204 2.137 2.591 0.507 T13 60'-40' 0. horn FAX: (262) 252-3134 Section Add Self F e CF RR DF DR AE F w Ctrl.591 0.594 0.8 1 59.584 0.774 0.8 1 67.85 1 20.598 0.97 0.584 0.754 0.121 2.725 C 0.449 3.85 1 43.741 0.614 T11 100'-80' 0.540 T7 180'-160' 0.8 1 73.44 kip-ft Tower Forces .080 C 0.996 3.486 0.8 1 55.61 A 0.449 C 0.707 0.85 1 48.8 1 73.13 2.58 0.579 0.683 0.396 T9 140'-120' 0.8 1 61.584 0.583 0.162 2.598 0.85 1 50.07 0.13 A 0.819 0.298 2.96 7.138 2.603 0.69 A 0.158 2.8 1 55.204 2.90 A 0.8 1 64.16 A 0.85 1 53.84 5.162 2.578 0.846 0.15 B B 0.37 2.723 0.27 0.182 C 0.126 2.582 0.58 0.868 0.577 0.76 0.84 5.16 B B 0.578 0.539 0.49 A 0.491 T2 280'-260' 0.169 2.Wind 90 To Face Section Add Self F e CF RR DF DR AE F w Ctrl.16 77.163 2.344 2. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.217 2.583 0.15 2.587 0.181 2.424 0.86 0.584 0.175 2.96 8.581 0.85 1 20.633 C 0.168 2.8 1 71.582 0.15 B B 0.85 0.275 C 0.No Ice .491 C 0.14 B B 0.13 A B 0.14 B B 0.254 2.662 0.149 2.354 T15 20'-0' 0.60 0.581 0.149 2.136 2.824 0.85 1 45.42 A 0.585 0.370 3.648 0.84 5.85 1 40.275 2.60 41.583 0.707 0.831 0.155 2.309 2.78 5.85 1 38.8 1 58.763 0.729 0.11 A B 0.582 0.8 1 59.157 2. Inc.15 B B 0.85 1 41.583 0.

47 1.85 1 73.186 2.155 2.66 A 0.082 T9 140'-120' 1.14 B B 0.741 0.197 2. inc.729 0.579 0.311 0.168 2.70 A 0.18 A 0.587 0.319 2.583 0.61 A 0.85 1 63.74 0. horn FAX: (262) 252-3134 Section Add Self F e CF RR DF DR AE F w Ctrl.70 4.16 77.16 B B 0.577 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.96 8.87 A 0.98 0.35 2.719 1 1 62.85 1 49.662 0.586 0.811 3.771 0.465 2.242 2.85 1 69.831 0.04 0.91 42.662 0.846 0.534 C 0.999 2.274 2.607 1 1 85.44 A 0. Elevation Weight Weight a Face c ft K K e ft2 K klf T1 300'-280' 0.73 A 0.77 2.With Ice .882 0.71 7.15 2.594 1 1 38.246 0.85 1 73.209 2.493 T11 100'-80' 0.13 A 0.532 0.21 0.971 Sum Weight: 11.970 C 0.465 C 0.583 0.936 3.028 T4 240'-220' 1.585 1 1 33.155 2. 12612 W.11 A B 0.683 0.583 0.15 B B 0.331 C 0.15 2.90 A 0.587 1 1 38.209 2.12 A B 0.741 0.162 2.56 kip-ft Tower Forces .696 2.181 2.606 0.85 1 61.46 0.86 0.16 B B 0.35 2.936 C 0.85 1 54.85 1 66.761 C 0.584 0.22 2.76 0.197 2.683 0.47 4.172 0.608 1 1 76.584 0.606 0.71 5.754 0.269 2.217 2.824 0.85 1 63.581 0.259 C 0.311 0.954 C 0.587 0.136 2.226 C 0.729 0.20 0.259 T12 80'-60' 0.14 B B 0.6 1 1 80.59 1 1 59.15 B B 0.581 C 0.707 0.792 T7 180'-160' 1.162 2.622 1 1 70.85 1 61.614 1 1 73.588 1 1 29.367 0.575 T2 280'-260' 0.85 1 61.642 0.85 1 58.54 0.77 2.14 B B 0.579 0.85 1 66.583 0.367 0.699 0.158 2.707 0.642 0.909 T15 20'-0' 0.578 0.596 0.85 1 69.592 1 1 55.543 3.59 1 1 68.96 8.554 C 0.85 1 75.22 A 0.295 2.654 1 1 66.852 0.534 2.578 0.614 1 1 73.13 2.508 2.425 T10 120'-100' 0. Job Page ERITower Free-Standing Tower Demo 19 of 80 Project Date C-Concepts.175 2.582 0.864 0.172 0.554 T3 260'-240' 0.15 B B 0.612 2.970 2.2 2.57 0.15 B .595 1 1 51.155 2.79 6.608 1 1 76.85 1 48.47 A 0.196 T6 200'-180' 1.658 0.543 C 0.84 5.01 0.771 0.06 0.632 1 1 66.182 2.405 2.331 3.224 T9 140'-120' 0.181 2.85 1 44.17 2.95 0.186 2. Elevation Weight Weight a Face c ft K K e ft2 K klf C 0.121 2.88 0.126 2.14 B B 0.85 1 56.84 6.197 2.942 0.34 A 0.134 2.50 OTM 6121.579 0.125 2.607 1 1 85.85 1 52.59 1 1 25.49 0.13 B B 0.683 1 1 64.Wind Normal To Face Section Add Self F e CF RR DF DR AE F w Ctrl.319 2.582 0.84 5.158 2.295 2.59 1 1 25.175 2.06 A 0.054 0.581 0.999 C 0.664 T13 60'-40' 0.752 0.86 0.622 1 1 70.272 T8 160'-140' 1.34 0.85 1 75.96 7.85 1 63.124 2.761 2.575 C 0.259 3.752 0.96 A 0.632 1 1 66.582 0.383 0.16 B B 0.566 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.383 0.89 3.581 2.578 0.605 0.209 C 0.541 1.274 2.588 1 1 29.868 0. Inc.86 A 0.30 A 0.168 2.84 5.15 0.269 2.246 0.85 1 56.226 3.15 B B 0.748 T5 220'-200' 1.71 5.586 0.334 T14 40'-20' 0.12 A B 0.16 0.

287 T12 80'-60' 1.35 2.593 1 1 93.858 C 0.30 A 0.39 A 0.59 0.2 2.11 A B 0.04 0.207 2.596 0.14 B B 0.8 1 25.246 0.587 0.231 2.8 1 74.8 1 77.405 2.84 0.852 0.744 2.438 2.582 1 1 90.607 0.242 2.269 2.186 2.91 0.166 C 0.519 T9 140'-120' 1.348 2.535 2.169 2.8 1 68.8 1 60.18 2.8 1 74.632 0.074 C 0.40 OTM 6081.367 T8 160'-140' 1.Wind 60 To Face Section Add Self F e CF RR DF DR AE F w Ctrl.77 0.8 1 62.35 2.174 2.608 0.505 3. Inc.79 7.588 0.526 0.59 0.573 0.723 0.47 1.655 2.8 1 49.8 1 62.683 0.583 1 1 87.984 T4 240'-220' 1.79 8.592 0.14 B B 0.12 0.613 0.8 1 62.23 0.8 1 77.172 0.209 2.399 C 0.221 2.74 0.217 2.11 A B 0.96 A 0.8 1 27.505 C 0.757 0.739 C 0.8 1 65.77 2.8 1 34.73 A 0.242 2.79 6.652 2.47 4.59 0.8 1 56.526 0.13 B B 0.227 C 0.652 C 0.159 2.595 0.541 1.319 2.642 0.495 0.704 0.163 2.588 0.195 2.With Ice .46 0.274 2.579 T13 60'-40' 1.584 1 1 74.383 0.293 2.12 B B 0.605 0.585 1 1 70.154 2.59 0.597 1 1 86.8 1 33.42 0.555 0.13 0. Elevation Weight Weight a Face c ft K K e ft2 K klf T1 300'-280' 0.595 1 1 90.750 3.86 A 0.505 T7 180'-160' 1.79 7.169 2.684 0.589 1 1 106.71 102.655 C 0.607 0.774 .94 9.70 4.158 Sum Weight: 23.311 0.186 2.8 1 52.71 5.46 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.622 0.587 1 1 63.595 1 1 90.94 11.6 0.96 A 0.348 C 0.221 2.227 2.15 B B 0.8 1 21.509 T14 40'-20' 1.115 C 0.197 2.46 0.195 2.399 2.8 1 59.13 0.591 1 1 103.8 1 45.592 1 1 98.16 B B 0.89 3.15 B B 0.74 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.21 kip-ft Tower Forces .8 1 70.06 A 0.213 2.763 T5 220'-200' 1.654 0.632 0.587 0.12 A B 0.8 1 21.55 0.622 0.34 A 0.663 0.592 1 1 98.52 A 0.365 2.594 0.70 A 0. 12612 W.750 C 0.202 2.56 A 0.161 2.16 B B 0.365 C 0.73 0.74 42.71 7.242 2.207 2.606 0.87 A 0.613 0.65 0.35 0.591 1 1 103.213 2.566 0.658 0.614 0.608 0.319 2.295 2.642 0.8 1 25.14 B B 0.6 1 1 80.583 1 1 82.197 2.22 2.94 11.14 B B 0.17 2.54 0.616 T10 120'-100' 1.606 0.729 T6 200'-180' 1.182 2.532 0.18 2.59 0. inc.585 0.584 1 1 77.269 2.01 A 0. Job Page ERITower Free-Standing Tower Demo 20 of 80 Project Date C-Concepts.246 0.383 0.115 T3 260'-240' 0.92 0.733 0.231 2.074 2.13 B B 0.811 C 0.054 0.942 0.169 C 0.274 2.663 0.15 B B 0.295 2. horn FAX: (262) 252-3134 Section Add Self F e CF RR DF DR AE F w Ctrl.597 1 1 86.589 1 1 106.59 0.66 A 0.367 0.573 0.71 5.172 0.367 0.739 T2 280'-260' 0.593 1 1 93.614 0. Elevation Weight Weight a Face c ft K K e ft2 K klf B 0.171 T15 20'-0' 1.719 0.18 A 0.311 0.438 C 0.8 1 70.858 3.555 0.197 2.699 0.8 1 61.8 1 65.202 2.495 0.8 1 68.509 T11 100'-80' 1.77 2.6 0.

295 2.125 C 0.592 0. 12612 W.8 1 84.45 0.193 T14 40'-20' 1.685 2.642 0.71 7.94 11.582 0.47 1.213 2.85 1 62.495 0.338 C 0.591 0.526 0.85 1 26.209 2.665 2. Job Page ERITower Free-Standing Tower Demo 21 of 80 Project Date C-Concepts.338 2.85 1 79.593 0.589 0.73 0.61 0.8 1 71. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.597 0.59 0.031 2.622 0.242 2.052 C 0.573 0.233 2.174 2.584 0.483 2.8 1 84.658 0.22 2.79 7.8 1 77.83 0.642 0.26 0.231 2.719 0.8 1 94.85 1 58.416 2.85 1 47.202 2.495 0.606 0.8 1 88.85 1 72.79 8.367 0.43 0.85 1 80.35 2.6 0.8 1 81.182 2.207 2.614 0.583 0.59 0.85 1 69.942 0.154 2.8 1 94.52 A 0.195 2.13 B B 0.660 T9 140'-120' 1.83 0.39 A 0.71 102.495 0.405 2.246 0.01 A 0.79 7.79 7.18 A 0. horn FAX: (262) 252-3134 Section Add Self F e CF RR DF DR AE F w Ctrl.8 1 88.495 2.595 0.54 0.052 2.614 0.698 T2 280'-260' 0.794 2.010 T5 220'-200' 1.017 T15 20'-0' 1.585 0.15 0.73 A 0.66 A 0.684 0.495 0.81 0.6 0.698 C 0.207 2.18 2.56 A 0.225 C 0.484 T10 120'-100' 1.85 1 35.34 A 0.8 1 91.607 0.383 0.311 0.383 0.85 1 51.85 1 69.39 0.665 .186 2.46 0.600 2. Elevation Weight Weight a Face c ft K K e ft2 K klf T10 120'-100' 1.11 A B 0.363 C 0.202 2.757 0.274 2.096 T6 200'-180' 1.8 1 67.245 T4 240'-220' 1.195 2.613 0.59 0.595 0. Elevation Weight Weight a Face c ft K K e ft2 K klf T1 300'-280' 0.197 2.85 1 76.Wind 90 To Face Section Add Self F e CF RR DF DR AE F w Ctrl.197 2.632 0.588 0.253 T13 60'-40' 1.77 2.159 2.85 1 72.608 0.14 B B 0.077 T7 180'-160' 1. Inc.71 5.094 T8 160'-140' 1.852 0.319 2.59 0.85 1 79.894 2.529 T12 80'-60' 1.172 0.96 A 0.74 0.563 C 0.27 38.592 0.47 4.80 0.59 0.8 1 75.8 1 78.231 2.274 2.400 Sum Weight: 23.213 2.622 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.031 C 0.70 4.85 1 63.588 0.85 1 22.2 2.584 0.94 11.606 0.733 0.85 1 61.14 B B 0.85 1 54.70 A 0.85 1 60.054 0.573 0.77 2.40 OTM 5646.71 5.605 0.704 0.8 1 64.595 0.14 B B 0.367 0.85 1 66.269 2.794 C 0.With Ice .85 1 76.52 A 0.8 1 81.555 0.13 B B 0.161 2.526 0.295 2.85 1 29.85 1 63.98 0.654 0.311 0.89 3.607 0.563 2.94 9.12 B B 0.555 0.600 C 0.416 C 0.15 B B 0.723 0.541 1.231 2.532 0.587 0.319 2.632 0.197 2.172 0.14 B B 0.663 0.231 2.221 2.148 C 0.597 0.96 A 0.30 A 0.15 B B 0.06 A 0.11 A B 0.35 2.66 kip-ft Tower Forces .587 0.85 1 80.59 0.85 1 35.85 1 66.71 0. inc.269 2.246 0.8 1 61.46 0.594 0.597 0.14 B B 0.566 0.163 2.516 T11 100'-80' 1.86 A 0.13 B B 0.242 2.87 A 0.90 0.79 6.169 2.593 0.148 2.233 C 0.85 1 63.225 T3 260'-240' 0.683 0.8 1 78.60 0.85 1 22.591 0.597 0.608 0.85 1 26.12 A B 0.8 1 91.585 0.217 2.12 B B 0.495 C 0.483 C 0.221 2.589 0.125 2.596 0.17 2.14 B B 0.592 0.583 0.699 0.613 0.186 2.305 2.52 0.

138 2.85 1 97.583 1 1 42.204 2.85 1 66.774 0.669 T5 220'-200' 0.169 2.155 2.202 2.733 0.85 1 83.49 A 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.06 A 0.221 2.702 2.586 1 1 66.39 A 0.440 1.63 1 1 45.42 A 0.395 T8 160'-140' 0.221 2.88 0.94 9.591 1 1 57.37 1.573 0.581 1 1 23.186 0.817 0.776 0.758 1.595 0.175 2.084 0.702 C 0.598 1 1 51.733 T3 260'-240' 0.539 0.591 1 1 65.584 0. 12612 W.84 5.424 0.61 A 0.152 2.701 0.754 0.254 2.591 0.526 0.59 0. Elevation Weight Weight a Face c ft K K e ft2 K klf C 0.585 0.738 C 0. horn FAX: (262) 252-3134 Section Add Self F e CF RR DF DR AE F w Ctrl.159 2.78 4.652 C 0.587 1 1 60.674 T4 240'-220' 0.611 1.90 A 0.217 2.136 2.Service .486 0.136 C 0.591 1 1 65.181 2.207 2.589 0.14 0.683 0.555 0.819 0.583 0.733 C 0.195 2.824 0.203 2.85 1 83.85 1 90. Inc.217 2.58 1 1 29.26 0.55 kip-ft Tower Forces .202 2.13 A 0.626 C 0.708 T9 140'-120' 0.181 2.Wind Normal To Face Section Add Self F e CF RR DF DR AE F w Ctrl.591 1 1 57.438 C 0.75 0.174 2.79 8.583 0.594 1 1 54.90 A 0.592 0.723 0.587 1 1 60.51 0.582 1 1 19.69 0.85 1 94.585 0.259 C 0. Elevation Weight Weight a Face c ft K K e ft2 K klf T1 300'-280' 0.648 1 1 42.613 0.14 39.659 C 0.592 0.698 T10 120'-100' 0.254 2.85 1 80.579 1 1 55.555 0.157 2.85 1 69.582 1 1 53.582 1 1 19.37 2.175 2.584 0.549 2.75 0.84 5.60 0.438 1.08 B B 0.09 B B 0.78 5.37 0.573 0.757 0.579 1 1 48.683 0.58 1 1 26.85 1 78.74 0.51 0.132 T11 100'-80' 0.763 0.154 2.96 A 0.738 2.213 2.163 2.581 1 1 23.807 T2 280'-260' 0.584 0.94 11.594 1 1 54.56 A 0. inc.734 1.584 0.603 1 1 47.207 2.149 2.39 A 0.662 0.684 0.213 2.581 1 1 45.204 2.662 0.763 0.613 0.203 2.09 B B 0.61 A 0.302 0.834 T13 60'-40' 1.056 T15 20'-0' 1.94 11.06 A B 0.969 T12 80'-60' 1.774 0.424 0.06 A B 0.13 B B 0.85 1 86.234 2.149 2.77 3.71 102.022 T14 40'-20' 1.807 C 0.59 0.589 0.70 A 0.169 2.84 5.66 0.452 1.14 B B 0.485 T7 180'-160' 0.747 0.07 A B 0.526 0.08 B B 0.595 0.582 0.603 1 1 47.79 7. Job Page ERITower Free-Standing Tower Demo 22 of 80 Project Date C-Concepts.590 Sum Weight: 23.586 1 1 66.163 2.85 1 86.01 A 0.69 A 0.918 1.161 2.190 1.85 1 63.80 0.559 1.134 2.39 2.08 B B 0.723 0.585 0.615 1 1 47.486 0.575 T6 200'-180' 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.549 C 0.09 B .14 B B 0.611 C 0.85 1 94.344 2.234 2.591 0.593 0.259 1.831 0.168 2.584 1 1 38.42 2.652 2.85 1 74.65 0.584 1 1 69.559 C 0.59 0.85 1 97.626 1.707 0.137 2.81 0.704 0.40 OTM 5755.85 1 90.593 0.07 B B 0.78 3.152 2.585 1 1 30.598 1 1 51.16 A 0.40 0.734 C 0.08 B B 0.13 B B 0.136 2.65 3.539 0.298 2.764 T11 100'-80' 1.452 C 0.13 B B 0.149 2.195 2.

683 C 0.152 2.08 B B 0.07 B B 0.181 2.502 1.026 T6 200'-180' 0.96 7.8 1 52.175 2.08 B B 0.13 2.575 T15 20'-0' 0.163 2.729 0.586 0.42 kip-ft Tower Forces .774 0.84 5.86 0.169 2. inc.584 0. Inc.8 1 20.583 0.662 0.583 1 1 76.752 0.8 1 25.08 B B 0.302 0.754 0.424 0.579 0.8 1 58.149 2.603 0.723 0.06 A B 0.8 1 59.8 1 50.587 0. Job Page ERITower Free-Standing Tower Demo 23 of 80 Project Date C-Concepts.591 0.07 B B 0.126 2.162 2.42 A 0.8 1 43. Elevation Weight Weight a Face c ft K K e ft2 K klf T1 300'-280' 0.58 0.08 B B 0.584 0.186 0.09 B B 0.8 1 49.06 A B 0.8 1 16.707 0.486 0.38 0.454 T14 40'-20' 0.168 2.204 2.16 A 0.61 A 0.8 1 47.591 0.583 1 1 72.449 1.158 2.898 1.581 0.388 T12 80'-60' 0.579 1 1 58.08 B B 0.763 0.8 1 37.05 A B 0.424 0.155 2.8 1 58.298 2.820 1.149 2.683 0.84 5.15 2.648 0.15 2.584 0.583 1 1 72.152 2.8 1 49.041 C 0.96 8.8 1 26.741 0.125 2.8 1 55.582 0.864 0.8 1 22.662 0.8 1 61.898 C 0.603 0.763 0.168 2.203 2.313 1.846 0.69 A 0.155 2.996 C 0.47 A 0.396 T9 140'-120' 0.539 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.08 B B 0.39 2.182 1.598 0.124 2.439 1.234 2.585 0.581 0.8 1 47.581 1 1 83.63 0.584 0.168 2.8 1 46.58 0.70 A 0. 12612 W. Elevation Weight Weight a Face c ft K K e ft2 K klf B 0.158 2.171 C 0.041 1. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.254 2.37 2. horn FAX: (262) 252-3134 Section Add Self F e CF RR DF DR AE F w Ctrl.06 A 0.155 2.06 B B 0.62 0.591 0.135 T13 60'-40' 0.16 77.586 0.625 C 0.182 C 0.853 1.157 2.776 0.582 1 1 80.584 1 1 69.71 0.203 2.134 2.78 3.137 2.121 2.39 A 0.598 0.8 1 52.719 T2 280'-260' 0.719 C 0.171 1.524 C 0.78 5.449 C 0.Service .149 2.8 1 44.162 2.Wind 60 To Face Section Add Self F e CF RR DF DR AE F w Ctrl.13 2.51 0.001 T10 120'-100' 0.55 0.882 0.8 1 61.90 A 0.707 0.577 1 1 72.254 2.500 T4 240'-220' 0.683 1.07 B B 0.65 3.578 1 1 61.313 C 0.004 Sum Weight: 11.8 1 34.581 0.683 0.581 1 1 83.587 0.13 A 0.49 A 0.217 2.820 C 0.771 0.19 23.578 1 1 69.486 0.08 B B 0.524 1.217 2.8 1 16.22 A 0.614 T11 100'-80' 0.136 2.138 2.707 0.582 0.585 0.181 2.84 6.758 C 0.774 0.846 0.579 0.741 0.054 T3 260'-240' 0.500 C 0.8 1 59.78 4.8 1 44.234 2.747 0.013 C 0.583 1 1 76.8 1 42.578 1 1 65.8 1 39.084 0.8 1 39.582 1 1 80.27 0.594 0.45 0.824 0.18 0.61 0.054 C 0.594 0.216 .615 0.584 0.344 2.50 0.225 T7 180'-160' 0.729 0.615 T5 220'-200' 0.771 0.817 0.61 A 0.8 1 20.579 0.42 2.204 2.8 1 55.175 2.8 1 44.8 1 47.500 1.831 0.582 0.996 1.44 A 0.65 0.013 1.868 0.08 0.96 8.57 0.752 0.585 0.90 A 0.591 0.50 OTM 3338.56 0.539 0.701 0.819 0.77 3.30 0.84 5.37 1.644 T8 160'-140' 0.

8 1 71.707 0.90 A 0.84 6.8 1 64.437 1.583 0.707 0.51 0.96 7.08 B B 0.725 1.729 0.425 T10 120'-100' 0.16 A 0.157 2.85 1 66.61 A 0.13 2.60 0.591 0.302 0.20 0.37 2.14 kip-ft Tower Forces .169 2.598 0.158 2.354 T15 20'-0' 0.539 0.729 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.581 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.603 0.85 1 52.729 0.226 C 0.47 A 0.578 0.29 0.85 1 50.90 A 0.163 2.15 2.236 1.69 A 0.53 0.579 0.162 2.85 1 53.78 3.581 0.85 1 48.162 2.579 0.583 0.224 T9 140'-120' 0.06 A B 0.55 0.22 A 0.85 1 50. Elevation Weight Weight a Face c ft K K e ft2 K klf T12 80'-60' 0.136 2.152 2.370 1.08 B B 0.85 1 66.85 1 35.763 0.168 2.84 21.121 2.598 0.8 1 61.683 0.936 C 0.543 1.46 0.138 2.96 8.585 0.256 C 0.85 1 17.152 2.578 0.85 1 45.85 1 20.08 B B 0.85 1 61.577 0.85 1 56.85 1 38.134 2.819 0.63 0.256 1.85 1 60.583 0.42 A 0.584 0.868 0.486 0.080 1.080 C 0.149 2.06 A B 0.8 1 59.203 2.07 B B 0.85 1 45.07 B B 0.203 2.85 1 20.628 T5 220'-200' 0.729 0.149 2.8 1 73.294 Sum Weight: 11.936 1.615 0.579 0.168 2.36 0.175 2.747 0.09 0.864 0.961 T14 40'-20' 0.725 C 0.85 1 53.13 A 0.85 1 26.583 0.507 T13 60'-40' 0.771 0.275 C 0.84 5.16 77.8 1 55.259 T12 80'-60' 0.8 1 67.582 0.846 0.540 T7 180'-160' 0.648 0.204 2.155 2.581 0.585 0.234 2.84 5.86 0.149 2.61 A 0.41 0.584 0.08 B B 0.771 0.77 3.582 0.Wind 90 To Face Section Add Self F e CF RR DF DR AE F w Ctrl.65 3.48 0.587 0.85 1 60.586 0.723 0.578 0.56 0.78 5.309 1.84 5.486 0.683 0.594 0.344 2.915 C 0.8 1 73.741 0.582 0.974 T3 260'-240' 0.776 0.275 1.39 A 0.591 0.254 2.15 2.32 0.493 T11 100'-80' 0.662 0.424 0.85 1 63.85 1 63.39 2.370 C 0.126 2. Inc.424 0.08 B B 0.42 2.175 2.701 0.581 0.08 B B 0.217 2.543 T4 240'-220' 0. Job Page ERITower Free-Standing Tower Demo 24 of 80 Project Date C-Concepts.163 T6 200'-180' 0.162 2.85 1 44.61 0.181 2.585 0.05 A B 0.331 1.752 0.85 1 56.774 0.817 0.58 0.583 0.85 1 48.85 1 17.584 0.633 C 0.Service .08 B B 0.491 C 0.003 C 0.41 0.095 1.44 A 0.85 1 27.8 1 67.583 0.752 0.84 6.774 0.662 0.85 1 48.915 1.582 0.539 0.974 C 0.07 B B 0.124 2.741 0. inc.07 B B 0.831 0.8 1 64. horn FAX: (262) 252-3134 Section Add Self F e CF RR DF DR AE F w Ctrl.543 C 0.85 1 45.587 0.581 0.125 2. Elevation Weight Weight a Face c ft K K e ft2 K klf T1 300'-280' 0.162 2.85 1 41.586 0.85 1 23.754 0.062 1.331 .084 0.70 A 0.07 B B 0.85 1 40.47 A 0.298 2.081 T8 160'-140' 0.8 1 71.37 1.67 0.062 C 0.584 0.137 2.584 0.8 1 52.824 0.594 0.155 2.06 A 0.603 0.181 2.763 0.591 0.96 8.234 2.58 0.226 1.78 4.158 2.85 1 43.583 0.095 C 0.85 1 61.85 1 49.204 2.07 B B 0.882 0.491 T2 280'-260' 0.254 2.49 A 0.186 0.155 2.50 OTM 3051.217 2.591 0.003 1.582 0. 12612 W.

No Ice Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.16 77.34 335.50 OTM 3123.79 120 Wind Normal 2.23 0.11 -1.583 0.999 C 0.999 1.00 150 Wind 90 2.85 1 58.57 -0. Inc.55 -1.155 2.05 317.85 1 63.44 A 0.15 2.22 578.752 0.35 0.15 0.99 317.17 -0.31 0.02 581.27 620.98 -316.47 -2.05 -305.80 0.11 0.18 2.14 -2.31 2.04 1.00 330 Wind 90 2.67 1.43 270 Wind 90 2.124 2.32 -539.58 -1.27 -2.18 -2.14 0.68 -2.83 -1.864 0.583 0.99 -316.04 -550.20 548.14 2.93 1.334 T14 40'-20' 0.63 60 Wind 60 2.16 -312.61 -0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.14 -1.18 2.32 1.15 2.35 1.97 529.50 0.771 0.07 1.00 -2.00 2.85 1 73.94 300 Wind 60 2.05 -316.02 -580.36 .54 0.98 317.68 2.60 210 Wind 90 2.65 1.86 0.00 330 Wind 90 2.11 1.49 621.51 0.79 T2 280'-260' 0 Wind Normal 2.00 -1.07 -1.30 -2.96 -309.27 -293.27 2.24 -311.752 0.00 150 Wind 90 2.82 0.868 0.58 240 Wind Normal 2.35 1.95 -0.23 -1.93 60 Wind 60 2.07 B B 0.04 549.49 0.00 -2.05 -305.31 300 Wind 60 2.578 0.79 -1.95 0.581 C 0.34 335.04 -550.07 B B 0.07 1.14 1.31 120 Wind Normal 2.85 1 69.65 -538.93 -1.94 T3 260'-240' 0 Wind Normal 2.96 8.54 -1.48 -1.62 T4 240'-220' 0 Wind Normal 2.49 -633.43 30 Wind 90 2.46 0.00 -0.12 323.65 -0.70 A 0.47 -667.80 -1.49 0. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft T1 300'-280' 0 Wind Normal 2.11 0.581 1.20 548.54 2.98 270 Wind 90 2.68 -671. Elevation Weight Weight a Face c ft K K e ft2 K klf C 0.741 0.00 -0.16 -1.60 1.00 -0.48 1.71 270 Wind 90 2.69 -1.24 -311.158 2.31 1.58 1.00 2.54 -2.54 0.41 0.93 240 Wind Normal 2. horn FAX: (262) 252-3134 Section Add Self F e CF RR DF DR AE F w Ctrl.38 -1.00 -1.80 1.771 0.44 -506.31 623.534 1.121 2.04 549.49 635.95 0.00 -2.85 1 75.56 30 Wind 90 2. Job Page ERITower Free-Standing Tower Demo 25 of 80 Project Date C-Concepts.00 -0.24 333.58 60 Wind 60 2.27 2.12 323.39 330 Wind 90 2.63 0.14 1.49 2.71 kip-ft Mast Vectors .54 1.94 180 Wind 60 2.14 1.97 -529.33 -560.14 0.85 -537.38 317.16 -312.62 180 Wind 60 2.11 0.49 0.08 B B 0.23 -647.44 210 Wind 90 2.664 T13 60'-40' 0.80 -0.25 -517.22 -577.47 0.42 150 Wind 90 2.54 2.51 -309.47 2.94 120 Wind Normal 2.96 310.85 -537.00 2.971 Sum Weight: 11.96 7.98 1.581 0.88 240 Wind Normal 2.85 536.69 0.33 0.33 635.68 0.75 0.23 1.85 536.155 2.55 1.35 0.03 0.20 -549.35 -1.27 -619.31 -2.33 -634.11 611.95 1.20 -549.85 1 75.82 0.85 1 61.22 A 0.158 2.88 60 Wind 60 2.69 0.582 0.83 -1.79 180 Wind 60 2.75 -633.25 -0.578 0.65 539.35 2. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.582 0.38 -316.20 -1.35 210 Wind 90 2.27 -2.35 90 Wind 90 2.54 -1.33 560.534 C 0.00 -1.85 1 73.577 0.14 -1.92 -1.07 -1. inc.69 -1.32 540.87 -0.86 -298.85 1 54.741 0.35 -1.54 1.42 21.00 -0.18 -2.125 2.35 -2.60 90 Wind 90 2.16 -1.909 T15 20'-0' 0.882 0.126 2.49 -2.31 30 Wind 90 2.24 333.79 300 Wind 60 2.51 310.71 30 Wind 90 2. 12612 W.581 0.00 -0.32 1.44 0.93 1.84 90 Wind 90 2.14 1.96 8.578 0.85 1 69.00 -2.

40 90 Wind 90 3.27 30 Wind 90 3.57 330 Wind 90 3.68 60 Wind 60 2.54 -1.67 -1.26 0.52 477.60 2.96 1.18 1.01 -1.01 3.44 1.55 -1.18 476.58 1.59 -513.67 -0.77 0.91 -1.24 210 Wind 90 3.43 -245.84 -2.41 1.24 -2.45 2.67 -0.56 60 Wind 60 2.07 -0.53 -1.95 -492.77 1.70 581.95 491.21 210 Wind 90 2.46 -1.65 60 Wind 60 3.51 -0.56 0.80 .77 2.00 -0.35 330 Wind 90 2.17 1.93 2.38 -547.07 T9 140'-120' 0 Wind Normal 3.78 150 Wind 90 2. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.55 1.54 -1. Inc.03 -536.30 2.06 290.00 -0.78 -0.34 -245.08 1.06 0.00 3.25 516.24 476.01 -1.83 596.20 210 Wind 90 2.91 0.44 506.20 -298.56 0.95 -2.66 -0.18 -2.75 -1.38 547.92 T7 180'-160' 0 Wind Normal 3.01 0.56 240 Wind Normal 3.48 150 Wind 90 2.04 1.47 -0.34 -1.43 245.57 1.04 90 Wind 90 2.34 245.95 -491.64 2.25 516.23 30 Wind 90 2.80 1.04 -395.00 -2.86 T6 200'-180' 0 Wind Normal 3.12 -2.24 -551.64 2.56 0.86 180 Wind 60 2.08 1.29 -1.49 -413.56 295.25 -517.54 -1.63 240 Wind Normal 2. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.04 3.26 90 Wind 90 3.28 210 Wind 90 2.00 -0.40 502.00 2.00 -0.06 -0.97 2.40 -504.01 1.46 -1.99 431.72 120 Wind Normal 3.93 -2.64 -2.05 -1.60 0.50 -2.84 -426.54 0.22 -1.59 513.84 -426.56 0.38 -0.01 180 Wind 60 2. 12612 W.06 -290.27 3.29 -1.40 1.00 2.36 -276.66 -1.12 -0.36 150 Wind 90 2.12 2.12 0.27 -1.56 1.00 -1.35 300 Wind 60 2.60 0.60 -255.00 -3.47 -249.70 1.95 2.47 309.91 0.60 -443.65 240 Wind Normal 3.37 315.42 -270.01 1.84 0.05 -0.56 -3.57 -1.81 276.38 1.07 180 Wind 60 3.86 511.87 255.35 -284.22 30 Wind 90 2.48 330 Wind 90 3.13 270 Wind 90 2.27 -3.13 T5 220'-200' 0 Wind Normal 2.38 -1.78 265.75 -1.86 298.56 -534.54 0.25 -1.37 -1.70 -581.26 270 Wind 90 2.55 1.62 274.47 120 Wind Normal 3. Job Page ERITower Free-Standing Tower Demo 26 of 80 Project Date C-Concepts.37 315.26 0.22 210 Wind 90 3.60 441.54 1.93 0.99 -431.14 1.40 466.64 -0.60 -1.26 -424.00 2.20 298.38 2.00 -3.84 538.64 -2.00 -0.47 300 Wind 60 2.27 -1.52 477.14 90 Wind 90 2.64 330 Wind 90 2.00 -0.00 -0.06 -0.04 0.35 120 Wind Normal 2.70 1.01 0.95 492.35 -284.27 1.82 -462.13 -1.36 -0.18 0.62 300 Wind 60 2.72 300 Wind 60 3.91 1.05 0.01 -3.40 502.78 -552.67 -0.11 -0.18 2. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft 90 Wind 90 2.01 1.59 -239.82 462.95 0.50 -2.12 -593.40 0.00 -0.27 0.33 90 Wind 90 3.27 1.81 -276.45 -2.80 1.38 -0.13 180 Wind 60 2.91 -2.52 -2.45 -2.38 1.45 2.25 30 Wind 90 3.00 -3.77 -1.13 -1.51 -0.87 -255.52 -479.59 -239.42 -270.06 0.66 290.78 552.66 -290.20 -1.00 -0.26 30 Wind 90 3.12 -1.77 -1.16 -0.86 -511.77 1.64 150 Wind 90 3.91 -1.18 -197.38 -2.84 2.91 1.60 -0.25 330 Wind 90 2.56 295.00 2.77 300 Wind 60 2.38 -2.60 -443.95 -620.05 -0.77 0.71 0.47 -249.24 -476.27 0.06 0.01 T8 160'-140' 0 Wind Normal 3.27 -293.61 60 Wind 60 2.67 -1.71 -2.71 2.61 240 Wind Normal 3.82 -333.78 265.30 2.60 1.00 -0.36 276.49 413.27 1.92 180 Wind 60 2.44 1.61 -1.60 -2.97 -1.56 3.93 497.40 -504.60 -1.77 120 Wind Normal 2.62 120 Wind Normal 3.60 255.10 1.03 536.84 424.40 -467.24 2.70 1.91 1.50 2. horn FAX: (262) 252-3134 Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.63 -343.34 -1.39 270 Wind 90 3.26 0.24 0.48 -193.36 -0.52 -479.75 150 Wind 90 3.00 -3.80 -1.71 567.54 584.50 2.47 270 Wind 90 2.77 -2.05 0.27 1.75 2.83 -597.62 274.49 60 Wind 60 2.84 424.30 -2.47 309.91 2.75 -2.54 -2.49 270 Wind 90 3. inc.49 240 Wind Normal 2.38 2.60 441.

72 187.57 2.29 173.07 2.79 -1.70 60 Wind 60 2.88 327.71 -123.15 3.58 2.24 2.23 -41.00 -1.72 270 Wind 90 3.47 -2.75 240 Wind Normal 3.09 197.04 -3.74 60 Wind 60 2.16 -3.62 -0.49 -82.53 2.58 -2.52 2.79 -0.26 -0.00 3.16 -179.48 90 Wind 90 3.62 0.62 79.85 120 Wind Normal 3.09 -197.74 270 Wind 90 3.74 240 Wind Normal 3.91 .80 1.26 210 Wind 90 3.35 2.93 -107.95 300 Wind 60 2.72 -246.62 79.64 -1.63 341. Job Page ERITower Free-Standing Tower Demo 27 of 80 Project Date C-Concepts.04 2.55 -129.57 -1.31 -1.06 -1.00 120 Wind Normal 3.37 -141.00 -3.43 2.48 -140.15 -1.74 300.91 -1.08 -0.40 -147.08 0.97 -2.16 -1.72 243.82 333.95 0.85 0.65 184.31 -214.00 -1.95 1.52 44.25 2.44 0.19 -2.46 1.00 -3.20 267.48 -193.72 240 Wind Normal 3.16 -1.38 -2.98 1.44 -2.19 180 Wind 60 3.25 -0.71 123.67 2.38 -0.00 -1.31 107.04 395.06 1.91 120 Wind Normal 3.52 -0.06 0.98 120 Wind Normal 3.43 1.00 2.35 0.07 -79.52 -138.93 -141.97 1.47 -1.57 2.04 -1.00 300 Wind 60 2.24 -2.18 197.55 -2.53 -169.94 -1.54 90 Wind 90 3.00 2.95 -1.75 366.84 1.50 -1.04 0.95 150 Wind 90 3.23 180 Wind 60 3.16 1.25 -1.52 -2.07 -2.79 -1.00 -1.24 -163.13 -347.15 -1.64 -1.47 0.95 120 Wind Normal 3.26 -2.74 330 Wind 90 3.76 1.74 -302.95 -1.46 0.97 0.82 1.06 0.48 -105. Inc.78 1.02 -173.06 -1.31 -107.65 330 Wind 90 3.52 -138.00 1.20 -267.61 -1.21 T14 40'-20' 0 Wind Normal 3.96 -2.04 0.29 30 Wind 90 3.17 -0.97 2.61 -0.52 -69.54 270 Wind 90 3.60 -1.76 0.15 -3.47 -2.80 0.34 1.78 1.09 0.81 150 Wind 90 3.32 1.00 -1.06 3.58 -0.26 2.22 -283.00 -3. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.75 -366.15 -1.32 1.44 2.50 90 Wind 90 2.30 30 Wind 90 3.97 384.40 1.57 -2.72 60 Wind 60 3.06 -3.19 T11 100'-80' 0 Wind Normal 3.24 T13 60'-40' 0 Wind Normal 3.51 -0.75 60 Wind 60 2.27 210 Wind 90 2.00 3.53 -2.81 330 Wind 90 3.96 292.85 2.08 0.00 -1.07 0.58 -2.43 -310.31 30 Wind 90 3.05 0.70 270 Wind 90 2.82 202.44 -379.76 330 Wind 90 2.90 1.92 -1.15 1.72 243.39 -73.75 60 Wind 60 3.53 -2.82 1.94 -0.07 -0.72 -246.80 1.80 1.16 1.53 -169.16 3.47 237.42 -2.06 -0.00 -1.06 -73.98 1.24 0.25 210 Wind 90 3.09 0.02 150 Wind 90 3.47 2.63 210.08 -0.57 -1.97 -2.58 2.62 1.63 210.52 90 Wind 90 3.31 214.64 1.97 1.82 -1.55 126.74 300.16 0.95 0.55 -129.29 -173.00 -3. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft 120 Wind Normal 3.48 140.16 179.93 141.65 184.43 -2.63 -343.33 -41.47 1.52 2.05 -2.27 210 Wind 90 3.43 0.66 -1.30 30 Wind 90 2.85 -2.68 240 Wind Normal 3.26 -73.26 73.01 -1.95 -1.48 -105.75 240 Wind Normal 3.09 1.05 2.85 141.93 107.57 -1.24 180 Wind 60 2.53 2.43 -1.00 2.63 1.00 -1.06 73.27 210 Wind 90 3.01 1.16 0.80 1.00 -3.60 -1.12 T10 120'-100' 0 Wind Normal 3.35 -235.95 -2.04 150 Wind 90 3.95 1.72 153.15 0.63 341. horn FAX: (262) 252-3134 Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.22 283.91 300 Wind 60 3.13 347.96 -292.43 -72.29 30 Wind 90 2.40 147.97 206.79 330 Wind 90 3.06 1. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.35 -2.68 1.15 0.43 -72.17 -0.15 1.04 -92.74 -302.07 336.00 1.47 2.72 187.80 300 Wind 60 2.21 180 Wind 60 2.66 270 Wind 90 3. inc.82 -202.76 2.02 173.22 -0.00 -1.47 -237.42 90 Wind 90 2.07 0.00 150 Wind 90 2.98 300 Wind 60 3.65 -186.47 -1.09 0.09 -0.55 126.05 273.97 0.67 115.66 -1.90 1.04 1.88 -327.08 -0.37 141.95 2. 12612 W.46 -1.12 180 Wind 60 2.72 153.51 -0.57 -2.67 115.65 -186.00 -1.23 T12 80'-60' 0 Wind Normal 3.04 -1.48 -1.

19 -24.72 -3005.11 319.57 -0.75 22.86 -1.81 1.08 -0.39 -73.23 Mast Totals .07 1.00 -14.15 2.51 -1. Job Page ERITower Free-Standing Tower Demo 28 of 80 Project Date C-Concepts.07 0.38 -2.No Ice Wind Vx Vz OTMx OTMz Torque Azimuth deg K K kip-ft kip-ft kip-ft 0 0.00 -14.71 60 Wind 60 2.42 -6121.38 -15.15 T15 20'-0' 0 Wind Normal 3.98 300 Wind 60 2.95 3257.86 538.00 -3.17 27.04 -2.39 -1.63 24.76 -2.16 -3060.86 0.15 -1.31 90 42.48 -26.31 -1.98 120 Wind Normal 3.06 -308.15 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.43 240 -39.58 -28.02 -0.43 2.00 150 Wind 90 2.95 3257.18 -1.02 Mast Vectors .68 -1.33 -14.76 0.39 -1.38 23.15 1.47 210 Wind 90 2.00 2.56 0.15 -33.75 240 Wind Normal 3.73 1.00 -1.91 1.48 23.00 41.38 -24.15 2.00 2.05 150 Wind 90 2.15 1.33 14.44 5967.68 -621.89 1.86 2.10 0.52 44.48 -26.24 -41.76 -1.56 0.39 70.96 535.00 -2.75 22.18 0.02 180 0.13 615.52 90 Wind 90 2.31 3061.45 300 -35.00 23.89 -20.15 180 Wind 60 2.22 -5179.89 556.86 -2.40 210 -21.67 78.10 -0.48 1.00 -0.13 1.07 1.74 270 Wind 90 2.28 36.15 -2.43 60 35.84 -1.93 19.86 300 Wind 60 2.00 -1.53 30 Wind 90 2.84 -1.15 0.24 -13.39 -1. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft T1 300'-280' 0 Wind Normal 2.39 -0.38 -15.62 270 Wind 90 2.00 -5665.58 28.76 -1.00 2.07 78.13 0.38 -2.89 -554.85 5287.28 36.31 -3060.89 -20.73 1.33 -41.86 180 Wind 60 2.23 180 Wind 60 2.91 330 -21.28 -36.21 0.00 -0.31 30 Wind 90 2.54 -0.36 30 21.00 .23 41. Inc.91 1.18 1.38 2.76 0.48 23.With Ice Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.96 -532.19 1. 12612 W.42 6122.09 -0.67 11.67 13.17 14.41 1.75 60 Wind 60 2.96 -310.86 120 Wind Normal 2.56 -22.22 5180.67 330 Wind 90 2.38 2.79 -1.85 -5316.56 270 -42.19 0.17 -1.58 14.71 240 Wind Normal 2.43 -2.43 -2.86 -539.76 2.15 0.81 1.15 -2.85 300 Wind 60 2.17 1.52 69.21 1. horn FAX: (262) 252-3134 Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.85 -5316.13 0.27 210 Wind 90 2.68 623.49 82. inc.72 1.74 1.13 -1.16 3061.86 -1.82 1.17 0.76 -2.00 -1.67 -2.21 -1.11 319.07 -1.06 -308.85 5287.53 270 Wind 90 2.28 -36.25 210 Wind 90 2.21 -641.61 312.58 14.52 1.63 1.79 330 Wind 90 2.45 120 39.20 150 21.67 0.90 -6557.86 1.72 -3005.17 -27.25 1.32 1.86 538.28 0.76 1.17 -14. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft 150 Wind 90 2.86 1.32 0.72 -1.43 2.61 -310.39 70.88 0.00 5667.50 -21.86 0.00 -1.24 -11.76 26.00 -45.24 41.47 90 Wind 90 2.70 240 Wind Normal 3.

80 270 Wind 90 2.44 271.74 2.65 502.48 541.73 -0.31 0.16 1.52 -0.25 470.19 0.04 -1.74 0.67 -0.28 1.25 -546.25 310.71 2.51 -0.07 -518.25 330 Wind 90 2.23 -0.84 -519.00 -2.15 463.18 -295.23 601.19 2.25 470.60 -0.37 285.61 272.21 -595.79 -515.72 306.25 310.23 -1.39 -1.62 -545.29 293.35 444.00 -2.96 1.34 -2.80 30 Wind 90 2.23 1.14 1.57 -0.26 210 Wind 90 2.26 -1.00 150 Wind 90 2.71 -2.42 -1.35 586.42 -1.13 -1.39 -2.35 0.22 -0.35 2.30 -1.49 0.38 120 Wind Normal 2.07 -1.60 -1.42 -2.35 -447.49 1.16 -297.10 -2.88 -2.22 0.49 -0.32 210 Wind 90 2.94 90 Wind 90 2.73 480.33 -253.61 60 Wind 60 2.30 -2.04 -1.00 300 Wind 60 2.26 210 Wind 90 2.35 -2. Inc.28 30 Wind 90 2.57 0.00 120 Wind Normal 2.34 2.57 2.35 -447.73 -0.84 -1.19 0.00 -1.26 -507.16 299.42 330 Wind 90 2.82 2.88 2.93 -1.42 472.35 -2.21 -1.79 514.30 2.72 -303.45 -1.37 285.06 257.65 T4 240'-220' 0 Wind Normal 2.48 -538.85 -512.22 1.39 0.07 -518.71 1.34 30 Wind 90 2.27 -269.81 497.88 0.62 -0.74 -297.21 -1.13 -1.00 -1.00 T3 260'-240' 0 Wind Normal 2.95 180 Wind 60 2.63 257.86 -539.00 2.10 0.26 1.78 1.56 -1.21 -279.00 2.18 -295.31 -0.49 2.51 1.65 180 Wind 60 2.36 -1.71 0.21 1.35 2.11 -301.19 2.13 -490.77 150 Wind 90 2.80 0.30 -2.96 527.49 -624.34 150 Wind 90 2.34 0.62 544.23 0.37 1.36 1.62 30 Wind 90 2.88 -548.06 -257.96 1.23 -2.89 180 Wind 60 2.61 240 Wind Normal 2.36 -272.00 -0.26 0.03 1.45 0.57 -593.49 60 Wind 60 2.94 -1.00 -1.28 0.06 270 Wind 90 2.13 486.20 -1.26 -1.23 1.35 444.35 330 Wind 90 2.20 -0.30 -1.23 2.53 210 Wind 90 2.60 0. 12612 W.95 -1.63 -257.65 2.60 1.49 -0.62 1.96 0.71 0.49 1.00 180 Wind 60 2.26 0.00 -1.44 271.00 -1.00 -2.37 -1.34 -632.26 -2.03 1.89 1.60 0.60 -2.00 2.23 2.17 315.96 -528.14 -1.72 210 Wind 90 2.17 315.32 120 Wind Normal 2.89 281.96 -528.00 330 Wind 90 2.33 -253.06 270 Wind 90 2.10 1. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft 330 Wind 90 2.89 -282.74 299.01 240 Wind Normal 2.16 T5 220'-200' 0 Wind Normal 2.39 1.61 -272.91 -282.67 0.03 240 Wind Normal 2.45 0.35 -2.66 330 Wind 90 2.07 515.00 -1.00 -2.46 150 Wind 90 2.30 2.42 1.91 281.26 510.71 -1.82 -608.07 -1.55 -2.62 -0.44 150 Wind 90 2.60 -1.99 90 Wind 90 2.57 -1.25 -473.28 0.39 1.43 240 Wind Normal 2.00 -0.35 2.99 -564.81 -498.89 T6 200'-180' 0 Wind Normal 2.93 -436.93 436.35 90 Wind 90 2.99 1.77 300 Wind 60 2.45 1.36 272.13 486.42 553.71 1.19 -2.21 598.74 -2.45 2.95 .00 -1.45 -2.25 548.09 -1.55 533.13 1.01 60 Wind 60 2.36 -2.23 -1.32 300 Wind 60 2.71 -1.82 -0.29 293.09 90 Wind 90 2.39 -1.86 T2 280'-260' 0 Wind Normal 2.42 2.23 2.43 300 Wind 60 2.76 1.44 270 Wind 90 2.07 306.99 564.23 0.09 -1.49 -0. horn FAX: (262) 252-3134 Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.15 -1.60 1.00 -2.20 2.45 1.27 -269.16 1.07 -303.21 -279.19 -2.49 -2. inc.03 -1.82 610.55 2.43 -0.13 1.42 -473.00 2.60 1.99 1.28 30 Wind 90 2.03 0.93 -1.96 312.38 300 Wind 60 2.23 -2.60 2.26 1.65 0.85 512.39 2.74 -576.49 240 Wind Normal 2.16 180 Wind 60 2.25 -473.71 -1.07 515.00 -1.96 527.60 1.57 -2.87 1.45 -1.23 1. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.26 2.77 120 Wind Normal 2.11 -301.65 -2. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.00 2.95 -1.18 270 Wind 90 2.13 -490.43 120 Wind Normal 2.55 0.36 1. Job Page ERITower Free-Standing Tower Demo 29 of 80 Project Date C-Concepts.84 522.43 60 Wind 60 2.15 -463.42 0.72 90 Wind 90 2.39 0.03 60 Wind 60 2.73 -481.37 1.

12612 W.45 -1.73 2.52 -279.37 -234.33 159.34 0.49 251.34 1.01 -393.39 -182.40 -2.79 1.81 0.11 T9 140'-120' 0 Wind Normal 3.20 -2.64 240 Wind Normal 3.90 -2.00 -475.08 -0.62 319.34 -0.80 0.00 -2.89 -130.40 -129.80 1.39 .72 -0.31 -0.66 -0.61 1.38 -1.81 330 Wind 90 2.40 -129.44 0.08 -0.52 -1.93 -0.28 T12 80'-60' 0 Wind Normal 3.45 -1.27 -377.46 90 Wind 90 2.24 180 Wind 60 2.44 1.66 60 Wind 60 2.69 120 Wind Normal 3.31 1.50 -227.62 150 Wind 90 2.33 90 Wind 90 2.14 -223.51 193.54 223.51 193.49 -2.40 -2.57 240 Wind Normal 3.73 -1.82 -259.66 240 Wind Normal 3.37 -1.24 1.13 -2.27 1.29 -269.31 270 Wind 90 2.44 -2.35 30 Wind 90 2.16 T10 120'-100' 0 Wind Normal 3.29 0.54 -223.45 -220.71 1.94 120 Wind Normal 3.70 1.58 1.00 2.98 -1.01 150 Wind 90 2.53 -1.27 -0.16 180 Wind 60 2.90 0.07 -219.83 -2.20 90 Wind 90 2.77 1.77 2.58 385.77 -2.79 150 Wind 90 2.98 -2.16 438.73 -2.52 274.32 -0.27 90 Wind 90 2.69 300 Wind 60 2.62 -319.84 -0.58 -389.07 218.83 -1.90 1.00 -3.12 0.44 1.78 -0.64 1.40 -1.64 -312.49 330 Wind 90 2.57 60 Wind 60 2.90 -1.37 0.00 -3.20 -447.83 2.88 2.08 -1.80 -1.56 169.82 -1.40 2.51 -1.80 1.33 -160.43 -1.98 -508.98 0.04 -215.01 2.44 -2.00 -3.89 129.01 -2.88 300 Wind 60 2.00 -2.49 -2.08 -1.44 183.45 2.20 0.09 -160.45 -321.77 0.46 -1.67 -0.20 -482.50 -237.38 -0.18 -1.80 -2.83 -1.42 409.34 0.41 -368.05 180 Wind 60 2.90 1.41 367.82 -0.50 -227.65 330 Wind 90 2.82 -1.80 0.74 150 Wind 90 2.05 -0.20 1.88 0.88 1.45 316.27 -0.00 -3.49 2.52 -279.60 1.98 0.41 -298.50 237.88 -1.42 -158.82 259.00 -2. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.83 308.88 120 Wind Normal 3.00 2.73 0.90 -1.54 129.98 -2.29 -0.37 -1.50 221.91 433.42 -413.40 -243.58 1.00 -2.44 -184.29 269.75 330 Wind 90 2.73 -0.76 300 Wind 60 2.09 159.26 -184.38 -402.70 -0.24 T11 100'-80' 0 Wind Normal 3.39 -182.52 -1.90 2.12 -416.95 -1.70 1.42 -413.45 -2.45 -321.41 297.35 210 Wind 90 2.27 377.98 1.98 1.71 1.90 -1.45 -2.30 210 Wind 90 2.32 210 Wind 90 2.90 0.54 -130.24 -0.59 120 Wind Normal 2.42 -158.98 -1.87 1.79 0.40 1.80 -1.37 30 Wind 90 2.25 -339.13 2.83 0.00 2.14 223.50 221.42 -2.00 2.05 T8 160'-140' 0 Wind Normal 3.75 -1.91 -2.32 0.81 -2.94 150 Wind 90 2.49 251.91 0. horn FAX: (262) 252-3134 Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.29 210 Wind 90 2.58 385.42 2.58 -389. Inc.98 2.88 0.00 -2.98 2.00 -3.56 169.00 -2.12 415.38 402.04 0.12 2.60 60 Wind 60 2.54 240 Wind Normal 2.88 -1.98 1.51 -237.39 30 Wind 90 2.83 1.53 1.44 2.62 270 Wind 90 2.20 446.44 2.13 -346.56 270 Wind 90 2.83 1.56 137.88 1.40 2.58 330 Wind 90 2.42 409.81 2.28 180 Wind 60 2.24 0.59 300 Wind 60 2.94 300 Wind 60 2.13 0.36 0. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft T7 180'-160' 0 Wind Normal 2.61 1.27 -1.00 -2.42 2.40 0.00 2.12 -2.99 1.73 462.45 270 Wind 90 2.00 -1.45 316.51 237.00 -2.42 -2.77 1.98 0.91 2.41 90 Wind 90 2.37 -234.88 1.92 1.45 2.64 60 Wind 60 2.83 2.52 274.21 -2.26 183.88 -2.33 30 Wind 90 2.12 -283.49 2.40 -1.27 0.80 2.00 -2. inc.83 0.31 30 Wind 90 2.47 -1.45 -220. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.13 1.60 238.00 474.54 60 Wind 60 2.00 -2.36 1.20 2.60 238.56 137.76 120 Wind Normal 3.64 311.60 240 Wind Normal 3.83 0. Job Page ERITower Free-Standing Tower Demo 30 of 80 Project Date C-Concepts.34 210 Wind 90 2.81 249.40 270 Wind 90 2.32 1.77 358.90 -0.16 -438.43 -1.01 0.00 -2.40 -1.11 180 Wind 60 2.83 -2.25 338.97 -1.40 242.83 -1.

Job Page ERITower Free-Standing Tower Demo 31 of 80 Project Date C-Concepts.26 -16.20 -67.60 2.92 300 Wind 60 2.01 90 39.25 -2.34 -2.25 18.26 -16.24 134.50 -0.83 330 Wind 90 2.36 -98.36 -98.61 127.24 -1.44 0.35 210 Wind 90 2. Inc.With Ice Wind Vx Vz OTMx OTMz Torque Azimuth deg K K kip-ft kip-ft kip-ft 0 0.22 -39.97 120 Wind Normal 2.74 2.06 -98.26 -1.46 69.30 -2.43 -0.80 0.93 62.04 -1.65 60 Wind 60 2.75 30 19.80 -1.60 1.72 37.55 0.17 -68.52 -5755.36 -1.93 -63.67 240 Wind Normal 2.30 2.51 -1.70 330 Wind 90 2.25 2.84 2.27 180 Wind 60 2.88 -127.11 -1.43 2.34 -2.30 183.31 -68.31 -68.00 -3.94 1.43 167.60 0.43 -1.45 -12.42 -0.20 0.83 330 Wind 90 2.25 -2.00 -3.51 1.84 -32.33 113.90 60 33.80 0.39 -0.30 -184.43 -173.82 1.67 66.83 300 Wind 60 2.83 120 Wind Normal 2.33 113.01 150 Wind 90 2.26 0.80 -2.35 210 Wind 90 2.42 0.21 -6115.88 126.80 -1.65 240 Wind Normal 2.36 -1.33 210 Wind 90 2.52 -0.30 180 Wind 60 2.51 2.25 1.17 61.69 0.69 1.52 21.80 1.06 97.54 1.50 112.37 37.47 -165.92 2.80 2.97 300 Wind 60 2.43 -1.24 -134.63 1.33 -119.51 0.52 0.00 2. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.55 24.37 -0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.49 -1.40 -2.20 1.39 30 Wind 90 2.61 -2877.51 -2.67 60 Wind 60 2.39 0.00 -3.14 1.97 300 Wind 60 2.51 1.21 180 Wind 60 2.67 60 Wind 60 2.46 1.37 1.92 0.02 -24.73 2.92 150 Wind 90 2.04 -0.30 -2.37 37.00 -3.60 -1.18 -1.22 -39.84 -2.30 2.42 10.80 1. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft 30 Wind 90 2.43 0.42 -1.64 1.11 -1.61 -2.53 1.81 1.23 -22.62 270 Wind 90 2.14 12.65 -4889.63 1.47 90 Wind 90 2.65 1.69 -1.72 -38.61 37.00 -2.61 2.00 -42.06 150 Wind 90 2.30 T13 60'-40' 0 Wind Normal 2.78 1.84 0.46 1.00 -3.37 90 Wind 90 2.55 -25.65 270 Wind 90 2.33 -119. horn FAX: (262) 252-3134 Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.53 -0.30 Mast Totals .68 -1.30 180 Wind 60 2.14 -13.97 120 Wind Normal 3.00 -3.27 T14 40'-20' 0 Wind Normal 2.66 270 Wind 90 2.92 -2.85 12.67 240 Wind Normal 3.35 210 Wind 90 2.48 90 Wind 90 2.83 0.04 -2.60 -1.21 T15 20'-0' 0 Wind Normal 2.26 -1.00 -98.62 -1.53 -0.43 167.00 -3.51 -1.73 187.00 -3.37 1.61 0.44 90 Wind 90 2.79 330 Wind 90 2.43 69.52 103.00 -2.00 2.03 195.74 0.00 97.33 -2856.44 74.84 -1.61 -38.42 10.69 2.50 -113.52 103.18 -1.60 0. 12612 W.80 0.04 2.25 -26.60 1.43 -2.12 -0.04 -2.65 -26.85 -13.40 2.04 150 Wind 90 2. inc.59 70.73 0.03 -2.44 -75.54 -2.51 0.35 1.43 -173.03 -196.00 2.53 1.46 69.04 -0.53 -1.52 -2.25 -5017.00 -2.17 -68.67 -67.48 -19.66 -1.34 2.47 164.25 -26.83 1.70 -1.86 -0.69 -2.00 -33.40 2.69 1.65 25.92 120 Wind Normal 2.53 1.00 2.25 2.25 18.34 2.40 -2.29 -0.52 2.17 61.55 270 Wind 90 2.74 -2.23 21.80 1.73 -2.62 60 Wind 60 2.70 -21.30 .54 0.92 -149.47 -0.60 -2.77 -34.61 -1.20 66.96 1.62 -0.69 0.69 -1.37 30 Wind 90 2.06 1.44 -0.40 30 Wind 90 2.74 -85.59 -71.62 240 Wind Normal 2.

32 -0.82 -157.69 11.95 273.14 150 19.69 0.73 30 Wind 90 1.65 1.15 -264.32 1.02 -0.29 0.82 158.09 0.29 0.45 -11.24 270.77 34.65 0.12 279.32 .70 160.00 -0.65 1.90 240 -36.73 270 Wind 90 1.74 210 Wind 90 1.66 -1.41 -0.49 0.30 0.00 -1.33 -2856.12 -0.28 0.55 -0.02 -0.00 150 Wind 90 1.30 300 -33.21 0.51 0.37 -157.08 0.16 30 Wind 90 1.33 324.85 -294.55 21.58 180 Wind 60 1.48 180 Wind 60 1.08 311.96 152.00 330 Wind 90 1.12 -280.27 -0.73 -0.32 180 Wind 60 1. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.68 -0.51 276.35 -0.04 280.19 0.77 -0.81 210 Wind 90 1.00 -1.40 1.22 150 Wind 90 1.48 300 Wind 60 1.32 60 Wind 60 1.69 90 Wind 90 1.37 158.19 0.35 0.20 -0.20 0.66 5612.41 -0.71 -0.11 0.25 4950.79 30 Wind 90 1.77 34.09 1.41 -0.58 -2877.91 150 Wind 90 1.83 -304.29 0.68 -295.64 -159.34 0.29 -0.48 -0.87 30 Wind 90 1.54 -156.08 -0.96 60 Wind 60 1.54 -156.81 240 Wind Normal 1.26 1.18 1.00 -0.18 -1.65 4889.30 1.30 297.06 22.85 162.11 -0.40 120 Wind Normal 1.93 -0.27 0.20 0.94 -0.00 -0.59 -159.59 -159.84 162.73 0.14 0.57 164.24 -269.31 -0.99 240 Wind Normal 1.94 90 Wind 90 1.35 5267.11 330 -19.58 2877.98 0.85 295.12 -0.69 210 Wind 90 1.63 169.18 0.00 -0.04 -280.75 -0.20 1.96 -152.14 -0.14 0.52 5755.09 -0.69 90 Wind 90 1.12 -258.81 60 Wind 60 1.01 0.95 273.13 162.00 1.00 -0.20 330 Wind 90 1.52 0.61 2877.04 1.09 -0.49 324.51 -275.49 -0.19 0.82 -22.18 0. Job Page ERITower Free-Standing Tower Demo 32 of 80 Project Date C-Concepts.64 -159.35 -5266.15 262.27 1.00 1.37 -342.27 -1.09 0.10 -0.29 -0.83 286.12 279.68 170.20 -1.40 180 Wind 60 1. inc.48 0.02 -0.27 -316.29 -1.69 12.55 0.99 60 Wind 60 1. Inc.58 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.10 3007. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft T1 300'-280' 0 Wind Normal 1.60 -1.Service Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.50 -279.25 4950.00 150 Wind 90 1.00 1.84 -161.57 164.00 -33.01 270 Wind 90 1.20 0.00 -0.49 -323.20 0.41 -0.14 210 Wind 90 1.37 1.55 -0.67 300 Wind 60 1.41 Mast Vectors .33 -323.10 3007.29 1.26 0.58 -0.27 316.62 0.81 90 Wind 90 1.26 24.32 0.62 -152.55 -0.68 297.25 275.40 T2 280'-260' 0 Wind Normal 1.00 -1.85 -161.15 262.31 0.99 0.12 0.41 0.04 280.02 0.66 -0.00 330 Wind 90 1.09 0.43 0.32 0.93 20.93 -0.68 170.14 -330.32 0. 12612 W.77 -34.55 0.80 -161.55 0.04 -280.90 120 Wind Normal 1.96 240 Wind Normal 1.48 T3 260'-240' 0 Wind Normal 1.65 -150.12 -280. horn FAX: (262) 252-3134 Wind Vx Vz OTMx OTMz Torque Azimuth deg K K kip-ft kip-ft kip-ft 120 36.60 -1.29 0.60 1.48 120 Wind Normal 1.83 -285.55 0.95 -274.85 0.09 0.37 0.75 0.51 -0.55 21.20 -0.77 0.65 -1.40 0.00 -0.40 -323.48 -19.89 270 -39.99 0.50 0.16 -0.25 -274.10 -0.09 0.00 1.87 270 Wind 90 1.54 -0.80 162.95 -274.65 -1.27 317.26 -1.90 210 -19.27 0.32 T4 240'-220' 0 Wind Normal 1.63 169.08 0.09 -1.66 1.26 -340.13 -161.67 120 Wind Normal 1.18 318.41 180 0.00 -1.37 -1.60 1.25 -5017.09 0.66 1.40 300 Wind 60 1.45 0.00 38.

55 0.93 0.48 0.71 -1.36 -0.71 1.16 -0.78 1.78 -1.97 -220.11 210 Wind 90 1.13 0.72 90 Wind 90 1.00 -0.75 157.06 0.36 -0.74 -1.51 0.02 -0.50 253.75 300 Wind 60 1.00 -0.76 270 Wind 90 1.45 216.34 -175.10 210 Wind 90 1.99 125.10 0.55 0.12 258.06 0.21 0.49 243.49 0.29 -0.51 1.29 -244.76 330 Wind 90 1.86 260.05 -0.62 242.00 1.47 180 Wind 60 1.16 -235.25 -0.45 1. Job Page ERITower Free-Standing Tower Demo 33 of 80 Project Date C-Concepts.06 -0.78 0.78 -282.33 -226.00 -0.81 0.90 300 Wind 60 1.47 0.45 0.66 0.44 0.38 0.66 -1.50 -1.99 -125.53 0.41 -0.51 -316.84 1.81 -122.00 -0.48 0.70 -296.53 1.65 -150.78 281.16 -0.41 0.62 0.72 -138.22 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.53 0.66 -217.09 0.55 180 Wind 60 1.74 1.81 -273.64 90 Wind 90 1.51 0.63 -0.48 0.83 300 Wind 60 1.19 -0.50 0.75 -127.59 -303.11 210 Wind 90 1.29 243.88 120 Wind Normal 1.34 -0.85 -0.73 251.66 210.83 107.71 -1.30 -1.67 -0.32 0.33 0.00 -0.13 210 Wind 90 1.04 -201.45 274.76 -99.00 -0.30 0.67 0.95 250.34 238.31 240 Wind Normal 1.08 -125.33 -226.00 -0.50 279.44 T6 200'-180' 0 Wind Normal 1.75 130.53 0.05 -0.67 0.62 -1.92 120 Wind Normal 1.22 0.32 -1.01 187.30 0.40 -170.80 150.31 60 Wind 60 1.83 139.48 -0.25 0.31 -0.44 0.36 0.75 -127.88 300 Wind 60 1.28 240 Wind Normal 1.20 -0.40 -141.02 -130.47 -0.02 130.33 225.38 0.43 261.85 -0.00 1.60 -100.59 0.53 0.00 -0.06 -0.69 150 Wind 90 1.20 -0.41 0.00 -1.95 -0.52 100.38 289.64 270 Wind 90 1.77 -1.83 139.55 -0.64 330 Wind 90 1.58 270 Wind 90 1.81 -122.95 -141.29 -0. 12612 W.00 -1.33 -0.81 1.47 T7 180'-160' 0 Wind Normal 1.00 1.35 60 Wind 60 1.77 -0.28 60 Wind 60 1.41 1.74 0.16 235.38 -1.52 -100.52 -148.70 160.59 1.95 140. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.13 30 Wind 90 1.14 30 Wind 90 1.38 1.67 -1.33 -0.53 -0.57 0.00 1.58 -0.12 -0.97 220.43 0.55 T9 140'-120' 0 Wind Normal 1.52 148.34 173.00 1.41 0.40 -1.84 -1.18 -0.25 240 Wind Normal 1.73 -251.41 0.22 0.53 90 Wind 90 1. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft 240 Wind Normal 1.83 107.75 270 Wind 90 1.62 152.70 296.55 1.67 1.00 -0.65 0.84 1.23 -0.71 270 Wind 90 1.84 330 Wind 90 1.60 -0.57 180 Wind 60 1.62 1.25 -0.49 0.51 195.72 0.86 -260.29 -244. horn FAX: (262) 252-3134 Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.65 1.83 304.33 225.58 90 Wind 90 1.08 125.11 30 Wind 90 1.69 120 Wind Normal 1.00 -1.33 60 Wind 60 1.20 -0.65 -1.69 -145.69 0.58 T5 220'-200' 0 Wind Normal 1.84 -1.77 1.40 140.74 1.91 135.06 0.68 90 Wind 90 1.06 0.15 -264.51 1.89 150 Wind 90 1.31 -0.12 30 Wind 90 1.05 0.89 -0.66 -210.75 120 Wind Normal 1.22 256.77 1.91 135.41 -1.55 0.45 -0.32 -273.92 150 Wind 90 1. Inc.47 -0.13 30 Wind 90 1.25 60 Wind 60 1.45 -217.85 -0.81 -0.48 -1.93 0.05 0.00 -1.41 -0.22 -257.85 0.83 150 Wind 90 1.55 0.00 -0.45 216.75 -130.42 -0.83 120 Wind Normal 1.00 -1.51 -1.35 240 Wind Normal 1.48 -0.43 0.69 330 Wind 90 1.43 -261.25 0.51 T8 160'-140' 0 Wind Normal 1.49 -243.45 -1.80 330 Wind 90 1.72 -138.34 173.59 -1.66 1.38 0.41 -0.75 157.44 180 Wind 60 1.06 -0.57 0.32 -0.79 .71 1.24 -0.48 0.65 0.67 -0.01 -187.65 -281.41 -0.45 -217.48 1.19 0.69 300 Wind 60 1.33 240 Wind Normal 1.77 -1.29 243.34 -238.80 150.53 -1.34 -0.74 -1. inc.67 0.66 -1.51 180 Wind 60 1.50 1.11 148.95 -250.02 -0.69 -145.90 0.12 210 Wind 90 1.32 273.53 -0.67 -0.11 -148.78 1.67 -0.00 -1.36 0.81 -1.67 0.75 150 Wind 90 1.22 256.35 -0.22 -257.75 -0.

14 210 Wind 90 1.01 -0.61 -0.30 -66.26 -0.79 88. Job Page ERITower Free-Standing Tower Demo 34 of 80 Project Date C-Concepts.62 180 Wind 60 1.50 -1.63 180 Wind 60 1.57 1.14 -0.26 -0.75 -158.60 0.15 30 Wind 90 1.65 -83.27 149.00 -1.22 35.60 0.54 -1. horn FAX: (262) 252-3134 Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.82 -0.88 95.88 77.76 -99.56 -1.24 121.63 T12 80'-60' 0 Wind Normal 1.84 -0.60 0.22 -38.41 0.04 201.57 0.87 71.43 0.13 210 Wind 90 1.60 0.41 -0.01 120 Wind Normal 1.40 170.51 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.61 180 Wind 60 1.57 -1.46 1.75 90 Wind 90 1.52 88.87 270 Wind 90 1.00 -1.56 1.13 210 Wind 90 1.73 37.11 21.00 1.30 -167.00 -1.39 123.55 -1.30 72.69 -0.70 1.38 60 Wind 60 1.52 0.99 300 Wind 60 1.41 -1.43 0.77 21.52 -88.56 0.61 1.22 -0.57 136.07 0.78 90 Wind 90 1.90 330 Wind 90 1.52 0.21 0.83 39.85 58.46 -1.78 -1.36 39.57 T10 120'-100' 0 Wind Normal 1.35 -0.12 0. Inc.00 1.31 -0.56 138.44 -1.56 0.56 0.78 90 Wind 90 1.00 -1.00 1.50 0.35 0.68 -21.36 1.92 -35.71 0.81 -1.29 -0.00 -1.55 -0.97 150 Wind 90 1.60 100.41 0.00 -1.40 -154.38 240 Wind Normal 1.85 -0.80 1.76 -54.77 21.51 104.94 -0.34 -175.10 -0.39 54.60 0.40 152.98 -0.40 -75. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.36 -0.35 -96.29 -0.75 1.45 -103.50 0.78 1.75 0.80 -1.37 60 Wind 60 1.30 63. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft 270 Wind 90 1.00 -1.26 -0.55 0.62 T14 40'-20' 0 Wind Normal 1.00 -1.39 -126.38 60 Wind 60 1.92 300 Wind 60 1.75 -1.78 -87.59 -1.08 -0.88 77.61 0.57 -136.36 -0.50 -1.41 0.30 63.31 -0.61 0.35 -0.61 -0.00 -1.52 0.13 177.78 -87.34 0.60 -1.35 -0.46 71.34 0.64 0.56 -0.46 0.14 210 Wind 90 1.71 -1.22 35.81 1.01 300 Wind 60 1.36 -0.09 -0.60 1.81 1.16 30 Wind 90 1.41 1.56 -0.36 -0.30 -72.52 0.55 1.00 1.00 -1.69 -0.88 270 Wind 90 1.78 -71.13 -177.50 -0.75 -1.00 1.84 270 Wind 90 1.50 0.09 -21.43 0.61 0.39 0.38 240 Wind Normal 1.73 -37.24 -121.88 95.78 -71.41 0.30 -0.78 1.71 -120.03 150 Wind 90 1.16 30 Wind 90 1.79 62.09 0.35 1.65 -1.08 -0.92 330 Wind 90 1.35 93.08 0.65 -0.09 -0.00 -1.15 30 Wind 90 1.40 152.00 -1.40 75.30 91.70 1.51 1.51 -1.98 300 Wind 60 1.73 -37.69 0.83 39.99 150 Wind 90 1.63 T13 60'-40' 0 Wind Normal 1.75 1.73 90 Wind 90 1.52 0.85 72.87 -71.65 1.31 -0.30 166.00 -1.18 -0.50 1.73 -37.22 144.47 -0.49 -42.17 0. 12612 W.75 -194. inc.55 0.92 330 Wind 90 1.39 0.12 0.36 -0.99 120 Wind Normal 1.64 0.56 1.36 60 Wind 60 1.14 210 Wind 90 1.78 -0.55 -47.39 -54.55 -1.15 30 Wind 90 1.29 0.00 -1.27 1.75 -1.78 -0.02 150 Wind 90 1.75 0.50 0.81 -1.61 -1.02 300 Wind 60 1.14 0.78 -1.36 240 Wind Normal 1.48 0.78 -1.85 -72.59 180 Wind 60 1.38 240 Wind Normal 1.79 -88.56 -1.75 -40.57 -1.54 -37.02 54.00 -1.31 -109.75 1.40 -154.50 0.04 0.49 -0.60 -0.76 -0.00 -1.02 120 Wind Normal 1.39 123.71 1.39 -126.11 -21.84 330 Wind 90 1.22 -0.75 -1.80 1.51 -1.70 -1.52 0.83 270 Wind 90 1.96 0.35 -96.93 0.72 0.45 103.61 0.89 330 Wind 90 1.56 0.94 120 Wind Normal 1.14 0.10 -0.80 -1.75 1.57 171.94 .17 0.60 0.36 -0.54 37.31 109.08 0.56 0.61 T11 100'-80' 0 Wind Normal 1.76 -0.65 0.76 90 Wind 90 1.98 120 Wind Normal 1.04 150 Wind 90 1.02 -54.76 -54.75 40.79 -63.80 -0.63 180 Wind 60 1.48 0.07 -0.49 42.50 -0.38 60 Wind 60 1.35 93.27 -149.22 -144.36 0.85 58.30 -66.09 0.60 -0.89 270 Wind 90 1.37 240 Wind Normal 1.30 -91.

46 0.0000 0.99 12.No Ice GH = 1.69 10.0000 0.18 -0.00 -1.41 0.08 0' 0' 307'6'' 1.85 330 Wind 90 1.60 3.05 -7.68 -1.00 -1.54 -1560.02 6'7.99 Mount 68000/68010 w/Pipe 60.746 22 5.21 -7.86 18. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.41 -1.50 -0.71 210 -10.22 -0.99 Mount 68000/68010 w/Pipe 180.99 -5.27 13/32'' .61 -1.80 2690.61 0.22 -0.72 -0.71 1654.02 0' 7'8.00 15.87 90 21.48 300 -18.00 21.80 6.01 120 Wind Normal 1.62 -12.14 210 Wind 90 1.58 -14.85 60 18.29 -0. 232' 1.71 0.70 -8. Mill Road Example 18:26:48 01/28/03 Menomonee Falls. -3'10. 0.72 0.10 0.80 6.99 -6.60 3.26 -14.86 -18.28 11.12 -6'4-5/16'' -3'8-1/32'' 244' 1.67 -2890. horn FAX: (262) 252-3134 Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft 300 Wind 60 1.50 0' 0' 244' 1.28 0.73 1.12 6'4-5/16'' -3'8-1/32'' 244' 1.70 -1.48 120 20.73 1.41 12.60 3.73 -1.57 -1540.24 -11.57 -1540.02 -6'7. 232' 1.62 0.46 0.62 180 0.892 24 3.63 180 Wind 60 1.14 3037. Inc.19 0.73 -1.21 7.62 Discrete Appurtenance Pressures .80 -2719.05 7.31 -10.91 330 Wind 90 1.41 -0.89 270 Wind 90 1.67 2891.771 22 14.71 -12. 232' 1.10 0.31 -10.26 11.39 -1560.00 -23.61 -17.00 Frame Sector Mount FR70-12-L2 300.62 12.27 29/32'' 3/16'' FR70-12-L2 60.02 -1.26 -14.09 21.92 35.68 12.59 T15 20'-0' 0 Wind Normal 1.04 0.771 22 14.746 22 5.04 150 Wind 90 1. -3'10.58 14.00 3.46 -1.34 2643.61 1.26 11.43 6.82 0.00 -14.33 150 10.0000 0.54 1562.39 0.99 12.38 60 Wind 60 1.70 -8.46 1.41 1.19 0.Service Wind Vx Vz OTMx OTMz Torque Azimuth deg K K kip-ft kip-ft kip-ft 0 0.088 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' 0.39 -0.39 1562.14 12.42 -3352.46 0.39 0. Job Page ERITower Free-Standing Tower Demo 35 of 80 Project Date C-Concepts.22 -38.65 -0.86 -18.42 3124.16 30 Wind 90 1.00 1.02 270 -21.36 -1.00 -14.41 0.71 1654.0000 0.01 300 Wind 60 1.0000 0.85 240 -20.25 -10.46 0.69 30 10.45 -14.78 90 Wind 90 1.00 -1.10 -0.00 68000/68010 w/Pipe 300.86 18.39 -0.80 -2719.63 Mast Totals .16 330 -10.46 -0.0000 0.12 0' 7'4-3/16'' 244' 1.746 22 5. 12612 W.0000 0.28 11.99 Mount PiROD 15' Universal T.68 -21.771 22 15.42 -3122.38 240 Wind Normal 1.45 13.771 22 14.43 5.0000 0. inc.80 2690.71 0.34 -2642.27 29/32'' 3/16'' FR70-12-L2 180.48 1.46 -0.99 12.

inc.00 0.31 0.90 47.00 23.19 -0.Elevation 244 .33 79.00 68000/68010 w/Pipe Mount .07 0.80 -70.27 0.18 -44.879 24 15.04 -11.63 -11.94 11/16'' ALP 8010 180.15 300 0.31 -0.Elevation 307.39 1.14 34.02 -0.00 -0.07 20.00 0.55 -2.0000 0.00 0.34 2.00 15.91 -1.08 0.08 0.08 0.80 -37.91 1.None A Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.91 0.04 11.00 -0.0000 0.31 0.5 .91 0.879 24 11.08 23.14 -35.0000 0.63 11.00 -0.63 0. 300' 1.15 180 0.0000 0.13 -4. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.00 240 0.08 0.29 -0.00 60 0.15 68000/68010 w/Pipe Mount .00 120 0.08 -23.04 -0.879 24 11.07 0.-2'11-5/8'' 300' 1.16 0.00 15.00 30 0.Elevation 244 .08 0.33 0.50 0' 0' 300' 1.07 -20.00 0.00 Frame Sector Mount Sum 2.08 0.91 0.66 -84.00 0.91 -20.76 -75.-2'11-5/8'' 300' 1.02 -5.91 -20.18 43.04 5'1.16 0.82 0.00 0.91 20.27 -0. Inc.82 0.94 11.33 -80.63 0.00 0.94 11/16'' ALP 8010 60.From Face A Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.08 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.64 77.00 210 0.94 11.63 0.00 0.00 -23.00 0.04 11.00 90 0.00 180 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.11 Weight: Discrete Appurtenance Vectors .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 0.31 -0.31 60 0.70 -1.No Ice Lightning Rod 2''x15' .01 -5.07 2.02 0.08 0.00 0.07 -20.00 270 0.18 0. 0.04 -11.00 -0.00 90 0.0000 0.35 0.22 1.00 0.27 65.18 0.15 120 0.87 -2.00 30 0.82 0.16 -0. 0.00 210 0.00 30 0.90 -47.15 .36 0.27 -0.00 -0.04 0.63 -11.00 0.16 -0.22 2.02 4.18 0.00 330 0.00 0.29 -71.27 0.91 20.07 -0. Job Page ERITower Free-Standing Tower Demo 36 of 80 Project Date C-Concepts.27 -66.08 0.63 11.80 0.01 5.16 0.29 71.16 -0.91 0. 12612 W.31 0.36 0.91 39.08 0.18 0.33 -80.35 -0.04 -0.07 -0.31 0.94 11.27 0.02 -0.31 0.29 -71.04 0.00 150 0.31 0.00 0.879 24 11.07 20.50 0' 0' 127'6'' 1.08 0.04 0' 5'11.70 -2.02 -46.31 240 0.00 300 0.08 0.94 5/32'' PiROD 15' Universal T.19 0.63 0.00 270 0.92 72.19 -0.00 -0.54 86.29 0.471 18 15.00 Frame Sector Mount ALP 8010 300.31 0.16 0.00 -0.18 0.08 0.04 -5'1.08 0.00 330 0.87 2.00 150 0.82 0.

31 -0.00 0. Inc.00 0.07 -2.00 330 0.27 -0.27 -0.00 300 0.36 2.00 0.64 -77.34 -2.18 -43.00 0.18 0.00 210 0.18 -0.00 120 0.12 0.13 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 0.31 0.36 0.18 45.00 210 0.33 0.31 -0.00 330 0.76 75.00 0.18 0.60 0.36 0.09 66.71 -8.00 30 0. horn FAX: (262) 252-3134 68000/68010 w/Pipe Mount .68 38. 12612 W.27 0.00 90 0.27 0.22 -76.00 0.16 0.04 -0.36 0.80 0.45 0.60 -44.00 0.00 0.00 90 0.16 0.02 -5.36 -2.31 300 0.31 -0.18 -44.60 60 0.54 -86.27 0.31 0.18 -44.89 -0.15 PiROD 15' Universal T-Frame Sector Mount .Elevation 244 .36 0.33 79.88 -21.16 -0.31 77.52 30 0.09 -21.88 76.60 0.00 0.22 0.15 120 0.15 180 0.00 0.67 0.12 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 0.16 0.00 -0.40 -26. inc.60 -44.07 -15.16 -0.36 0.88 -76.00 0.29 0.00 270 0.36 0.22 0.18 0.18 0.00 0.80 37.02 -0.27 -0.22 76.00 -0.27 65.36 0.00 270 0.02 4.31 0.68 -38.18 0.00 0.14 34.32 66.31 0.04 0.03 -5.31 76.27 0.00 330 0.31 0.00 0.52 90 0.36 0.92 -72.36 2.07 0.18 -43.31 -75.22 0.00 150 0.Elevation 232 .Elevation 244 .31 1.02 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 0.80 70.00 0.31 0.31 -0.16 0.35 5.44 -38.08 0.00 0.00 0.22 -2. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.00 180 0.02 5. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.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 -0.00 0.00 0.07 -0.31 0.00 -0.15 300 0.36 0.00 90 0.36 0.31 -76.31 -76.31 -1.18 44.00 270 0.15 60 0.36 89.00 -0.44 38.31 76.07 0.00 0.36 0.19 0.00 30 0.18 -44.60 0.08 -0.00 -88.36 0.00 88.12 0.29 71.00 0.00 60 0.00 -0.31 0.00 0.09 -66.15 240 0.18 0.00 150 0.31 -0.16 -0.16 -0.31 68000/68010 w/Pipe Mount .00 210 0.31 180 0.36 0.32 -66.31 0.16 -0.36 -2.31 0.31 1.13 4.27 0.22 -1.45 0.18 45.72 -0.62 -2.51 -27.60 0.00 FR70-12-L2 .16 -0.00 0.18 43.31 -75.18 44.36 0.30 120 0. Job Page ERITower Free-Standing Tower Demo 37 of 80 Project Date C-Concepts.31 120 0.59 -0.15 240 0.07 0.36 0.91 -39.45 0.00 150 0.60 44.18 0.31 77.36 0.31 -1.36 -87.22 -76.02 46.35 0.45 0.27 -0.55 2.62 2.00 240 0.00 -0.14 -35.36 -88.66 84.31 0.00 0.16 -0.29 0.27 -0.22 0.36 88.22 76.70 1.16 0.36 0.35 -0.Elevation 244 .31 0.07 15.18 0.27 -66.18 -0.39 -1.31 0.00 0.00 0.09 -0.18 0.16 0.00 .60 44.27 -0.00 -0.36 0.29 -0.52 0.70 2.31 0.

59 0.07 -0.08 0.02 5.12 0.08 -0.26 -33.56 9.30 0.07 0.30 FR70-12-L2 .04 -0.52 150 0.30 240 0.12 0.03 -5.07 0.07 0.00 0.52 330 0.13 0.26 33.12 0.00 150 0.None C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.63 0.07 0.13 -30.00 0.20 0.00 210 0.52 210 0.04 -0.07 15.32 -15.12 -26.72 0.07 15.12 0.02 0.03 -0.16 0.04 -0.00 0.07 -15.00 0.07 0.52 270 0.30 0.07 15.08 0.13 0.12 26.83 -0.09 21.63 0.Elevation 232 .00 0.00 -0.00 0.12 -0.12 -0.30 300 0.96 9.30 120 0.02 -0.07 0.89 0.52 270 0.12 -0.00 30 0.30 60 0.30 -38.86 -0.12 -0.12 0.15 -18.03 0.00 .09 21.35 0.08 -0.30 0.00 0.07 -0.73 21.67 0.56 -0.12 0.12 0.00 60 0.02 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. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.55 26.07 0.08 0.00 -38.30 180 0.60 300 0.04 -0.00 0.63 -0.30 0.35 -5.03 0.13 0.00 0.10 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.26 0.03 5.12 0.09 21.00 270 0.09 -0.73 -21.07 -15.07 15. Inc.04 -0.60 180 0.03 5.09 -21.00 0.65 -9.63 15.30 60 0.25 19.63 -15.20 -33.14 18.30 PiROD 15' Universal T-Frame Sector Mount .20 0.30 38.13 31.00 330 0.00 210 0.04 0.07 0.00 0.16 -0.00 -0.60 FR70-12-L2 .04 0.00 0.04 0.30 180 0.93 0.08 0.00 30 0.00 0.05 -0.07 0.00 0.07 0.00 0.09 -21.00 90 0.00 90 0. 12612 W.07 0.00 0.30 0.35 -0.30 0. Job Page ERITower Free-Standing Tower Demo 38 of 80 Project Date C-Concepts.25 0.09 -21.04 -0.20 5.20 -33.12 0. inc.04 -0.26 33.00 180 0.09 0.00 0.15 0.30 240 0.00 -0.20 -5.71 8.25 0.Elevation 232 .07 -0.15 -0.00 0.From Face A Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 150 0.30 0.07 -15.39 0.08 -0.66 27.15 0.07 0.00 0.29 18.07 -0.00 0.07 -0.08 -0.45 0.00 0.60 240 0.30 0.Elevation 232 .12 0.04 -0.05 0.52 30 0.08 0.04 0.07 -15.63 -0.00 -0.04 0.30 300 0.60 120 0.66 -27.29 -18.86 0.12 0.00 120 0.04 -0.02 -5.40 26.04 0.32 15.07 0.51 27.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.Elevation 23'-232' .04 0.39 0.14 -18.52 210 0.12 0.07 -0.12 26.00 0.07 15.12 -26.15 -19.26 -0.52 90 0.45 -0.79 0.07 -15.08 -0.13 0.13 0.09 21.00 -0.52 330 0. horn FAX: (262) 252-3134 FR70-12-L2 .56 0.07 0.07 0.00 0.09 0.15 19.65 9.15 18.52 150 0.39 0.93 0.03 -0.07 -0.00 0.04 0.20 0.25 -19.30 0.08 0.07 0.02 -5.12 0.25 -19.56 -9.07 0.83 0.55 -26.08 0.04 0.96 -9.88 21.

27 79.91 180 0.42 -46.00 0.31 91.11 91.81 79.52 -1.15 0.00 0.02 -79.31 0. 12612 W.00 330 0.00 0.31 92.11 -91.15 -0.15 46.82 300 0.Elevation 300 .34 0.91 300 0.91 -0.18 -1.00 -0.31 0.13 -79.00 -0.15 -45.10 -1.15 -46.15 -0.27 0.00 90 0.27 0.57 30 0.81 -79.61 0.01 0.15 0.15 0.31 0.64 -0.31 0.15 -0.27 -0.74 45.27 0.27 0.27 -0.00 210 0.25 19.57 210 0.02 79.00 -0.27 0.Elevation 23'-232' .20 33.27 79.15 0.91 60 0.63 45.From Face C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.00 0.15 -46.15 -46.11 92.91 240 0.91 240 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 0.31 -0.00 0.73 1.31 0.00 0.25 0.00 0.91 120 0.71 -1.64 0.15 0.20 0.27 -0.15 0.26 -33.10 0.71 1.15 0.00 -0.57 270 0.73 0.27 0.31 -0.34 0.10 1.27 -0.27 -79.00 270 0.21 -91.27 0.27 0.57 30 0.00 0.31 91.30 0.63 -46.27 0.04 0.27 0.00 300 0.63 46.00 -0.27 -0.02 -79.91 180 0.72 0.00 30 0.91 300 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 0.00 -0.15 -0.31 -45.27 -0.52 1.31 -91.31 0.20 33.01 -0.27 79.15 0.15 0.31 0.Elevation 300 .71 0.27 0.82 240 0.26 -0.31 -91.18 1.15 0. Inc.00 0.15 45.31 0.27 -0.91 0.63 -45.91 0.57 330 0.74 -45.15 -0.15 -19.27 -79.00 -0.31 0.57 150 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.39 0.15 -0.00 330 0.27 0.42 45.00 -0.27 0.93 -0.15 0.31 0.57 270 0.15 46.82 120 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 0.52 -1.27 -0.57 210 0.21 91.18 -1.00 0.27 0.81 79.82 60 0.25 0.15 0.00 -0.27 0.00 -0.15 -45.00 0.15 0.91 120 0.31 -91.18 1.00 ALP 8010 .91 ALP 8010 .30 0.81 -79.27 -0.15 0.73 -0.02 79.15 45. horn FAX: (262) 252-3134 PiROD 15' Universal T-Frame Sector Mount .27 79.72 -0.31 0.31 0.30 0.26 0.52 1.73 -1.15 -0.91 60 0.31 -0.70 79.42 46.00 -0.82 180 0.27 0.15 -0.27 0.15 45.27 0.82 ALP 8010 .00 0.15 0.Elevation 300 .31 0.00 0.00 0.30 0.34 -1.31 0.34 1.27 -79.15 0.27 79.00 270 0.00 150 0.15 0.27 0.15 0.27 0.27 0.83 1.15 0.27 0.00 -0.00 38.93 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.27 0.57 .27 -79.15 -46.00 0.10 -0.57 90 0. inc.15 -0.15 45.15 -0.11 -92.42 -45.27 0.15 19.27 -79.31 0.00 -0.27 0.00 0.15 -0.57 90 0.27 -0.30 0.71 0.00 0.15 0.27 79.15 0.00 0.15 0. Job Page ERITower Free-Standing Tower Demo 39 of 80 Project Date C-Concepts.13 79.70 -79.57 150 0.83 -1.15 0.

38 0.92 -746.00 150 0.00 115. Job Page ERITower Free-Standing Tower Demo 40 of 80 Project Date C-Concepts.00 240 -2.19 -0.19 57.19 -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' 0.33 99.68 -99.15 -0.00 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 0.00 -862.98 -431.771 17 20.38 0.92 1.69 431.771 17 16.00 0.00 330 0.31 45.00 300 0.5000 Mount PiROD 15' Universal T.00 Discrete Appurtenance Pressures .69 431.00 0.98 0.38 0.00 0.27 -746.00 90 3.27 0.00 -115.36 0.88 16.00 -0.0000 0.38 0.00 210 -1.00 30 1.68 0.00 0.28 0.19 57.38 0.92 -1.33 0.26 0' 7'4-3/16'' 244' 1.98 0.26 -6'4-5/16'' -3'8-1/32'' 244' 1.91 57.91 0.38 0.28 0.68 99.38 0.19 -57. 0.27 0.98 -431.27 746. Inc.892 18 4.26 6'4-5/16'' -3'8-1/32'' 244' 1.38 0.00 180 0.98 431.00 330 -1.0000 0.54 0.98 0.27 0.92 -1.38 0.27 0.68 -99.36 0.54 0.27 -746.00 0.92 746.00 -3. horn FAX: (262) 252-3134 ALP 8010 .00 120 0.69 2.00 60 0.38 -862.15 -0.38 0.28 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 0.0000 0.19 0.36 0.00 -0.00 862.68 0.60 20.00 240 0.33 -99.38 0.53 0.33 -0.91 0.00 -0.5000 Mount 68000/68010 w/Pipe 180.92 746.91 PiROD 15' Universal T-Frame Sector Mount .00 30 0.00 3.00 300 -2.68 0.19 -57.10 0' 0' 307'6'' 1.5000 68000/68010 w/Pipe 300.38 0.91 -0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.38 862.38 0.5000 .54 0.27 0.60 0.00 90 0.33 0.771 17 16.00 0.98 431.00 0.0000 0.69 -2.00 0.91 -57.00 180 0.88 16.92 -746.88 16.Elevation 300 .65 0' 0' 244' 1.00 270 0.00 270 -3.53 4.No Ice Wind Vx Vz OTMx OTMz Torque Azimuth deg K K kip-ft kip-ft kip-ft 0 0.33 -99.91 0.98 0.00 60 2.5000 Mount 68000/68010 w/Pipe 60.38 0.36 0.69 -2.38 -115.92 1.00 120 2.00 0.With Ice GH = 1.91 57.00 150 1.0000 0.27 -79.69 -431.33 99.69 2.38 0.00 0.54 0.00 -0.00 0.771 17 16.91 -57.91 0.Elevation 300 .00 Discrete Appurtenance Totals .33 -0.27 746.19 0.38 0.00 0.00 0.38 115.00 -0.69 -431.00 -0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.00 210 0. inc. 12612 W.00 0.68 0.68 99.

34 1. 300' 1.33 -13.14 34.00 150 0.19 -72.04 -5'1.00 0.15 0.94 0.00 -0.78 -1.00 240 0.04 0.63 0.17 240 0.00 330 0. 232' 1. 0.09 0.17 60 0.09 0.00 0.87 12.09 0.72 0.26 -0.50 1.00 0.5000 29/32'' 3/16'' FR70-12-L2 60. Job Page ERITower Free-Standing Tower Demo 41 of 80 Project Date C-Concepts.47 -23.04 0' 5'11.27 66.-2'11-5/8'' 300' 1.60 20.30 -61.With Ice Lightning Rod 2''x15' .09 0.26 0.33 13.00 330 0.00 -0.87 0.08 .15 0.30 -0.09 -26.26 0.16 0.09 0.08 -23.14 -36.09 75.471 14 20.00 150 0.5000 11/16'' ALP 8010 60.86 -1.0000 0.5000 11/16'' ALP 8010 180.00 26. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.08 -23.00 0.87 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 0.31 0.26 -64. -3'10.00 0. inc. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.31 0.56 -36.63 1. Inc.26 61.5000 5/32'' PiROD 15' Universal T.04 -13.15 0.09 0.08 0.00 0.00 90 0.0000 0.60 0.15 36.94 0.08 0.00 60 0.09 26.65 0' 0' 127'6'' 1.00 270 0.00 120 0.65 2.Elevation 244 .26 0.30 -0.06 6'7.33 -13.09 0.88 210 0.None A Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.30 71.63 0.63 -1.26 0.15 -0.0000 0.08 300 0.47 23.04 13.0000 0.00 0.30 0.00 68000/68010 w/Pipe Mount .746 16 5.00 -0.04 5'1.09 0.00 0.45 39.-2'11-5/8'' 300' 1.0000 0.00 0.99 3.04 -0.26 62.63 0.08 180 0.87 0.26 0.00 -0.99 3.5000 Frame Sector Mount ALP 8010 300.88 270 0.00 -0.47 0.11 Weight: Discrete Appurtenance Vectors .00 300 0.00 -26.15 -38.40 65.33 0.09 0.47 0.33 0.04 0.26 0.746 16 5. 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 300.42 37.29 0.15 0.94 0.88 30 0.33 13.09 0.87 12. 232' 1.00 0.746 16 5.26 -0.36 -2.5000 29/32'' 3/16'' FR70-12-L2 180.26 0.15 1.31 -34.33 0.26 -0.60 0.00 -0.0000 0.0000 0.88 90 0.99 3.5000 Frame Sector Mount Sum 3.08 -0.06 0' 7'8.5000 13/32'' PiROD 15' Universal T.47 -23.00 0.26 -63.38 -63.04 -0.00 0.00 210 0.16 -0.00 30 0.879 18 12.04 -13.33 0.15 0.5 .04 13.35 -1.00 0.01 0.47 0.06 -6'7.08 23.00 -0.08 120 0.26 0.879 18 12.15 -0. 12612 W.879 18 20.09 0.879 18 12.65 0' 0' 300' 1. 0.09 0.62 2.94 0.00 -2.15 0.47 0.15 0.60 20.47 23.00 -0.87 12.00 180 0.08 23.09 0.15 -0. 232' 1.00 0.00 0.0000 0.08 -0.30 0.Elevation 307.30 -73.00 0.26 -0.09 0. -3'10.00 0.

00 0.06 -13.89 0.00 0.00 -0.42 -37.00 -0.15 0.50 -1.01 -1.08 300 0.00 30 0.15 39.00 0.43 -62.00 0.26 0.19 45.00 -0.19 -0. Job Page ERITower Free-Standing Tower Demo 42 of 80 Project Date C-Concepts.88 90 0.15 -1.62 -2.15 36.30 -0.10 0.30 -0.35 1.00 0.00 270 0.37 0.17 68000/68010 w/Pipe Mount .26 0.00 -0.00 0.26 -63.From Face C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.00 0.16 0.19 0.37 0.15 0.65 -2.08 60 0.00 0.26 -0.17 120 0.00 150 0.00 0.01 -2.15 0.78 1.15 0.19 -45.01 1.15 -0.32 0.03 -0.26 0.54 -36.15 -0.01 2.55 0.15 -35.30 -73.19 45.16 -0.22 -62.89 -45.30 0.43 62.26 0.37 0.26 -0.29 0.Elevation 244 .Elevation 232 .45 -39.15 0.37 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 0.63 1.00 300 0.00 0.Elevation 244 .00 330 0.37 1.00 0.88 270 0.15 0.32 78.08 120 0.37 0.00 0.55 0.26 0.55 0.08 60 0.19 -45.10 0.22 62.88 150 0.26 61.00 90 0.00 0.26 -0.00 1.30 0.00 240 0.00 -0.63 -1.89 0.15 -38.90 72.00 210 0.37 0.26 66.32 0.32 78.37 91.19 72.15 -35.15 -0.26 0.26 0. inc.15 -0.26 -0.00 0.19 -0.00 -2.30 0.26 0.26 -62.19 0.89 45.86 1.37 -1.26 -0.08 240 0.37 0.26 66.26 0.00 91.37 1.54 0.15 0.88 330 0.27 -66.00 180 0.34 -1.26 0.00 120 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 0 0.17 300 0.26 0.26 -64.15 0.30 -0.10 0.30 0.31 34.55 -78.00 90 0.32 -78.14 34.88 330 0.06 -0.00 0.00 0.50 .31 0.37 0.08 240 0.08 PiROD 15' Universal T-Frame Sector Mount .15 -0.15 -0.62 -0.31 76.00 -91.26 0.05 0.09 -75.15 -0.01 -1.00 0.37 0.89 0.26 0.55 78.32 -78.37 0.30 71.26 0.89 0.89 45.17 180 0.31 -72.75 36.31 0.10 0.36 2.37 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 0.26 -62.26 62. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.88 210 0.32 -0.89 -45.00 0.37 0.Elevation 244 .37 -1.00 0.15 0.43 30 0.15 0.15 39.30 61.08 180 0.00 0.00 -0.55 -78.00 270 0.15 -0.08 -17.88 150 0.38 63.40 -65.26 0.00 210 0. 12612 W.72 -0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.00 0.06 0.15 0.15 0.30 0.23 -7. Inc.00 FR70-12-L2 .31 0.00 30 0.75 -36.15 0.37 -91.54 36.00 1.55 78.00 60 0.70 4.32 -0.75 0.01 0. horn FAX: (262) 252-3134 68000/68010 w/Pipe Mount .26 -0.55 0.88 30 0.00 0.14 -36.00 0.90 -72.31 0.37 0.26 -0.01 1.15 0.00 -0.00 -0.00 0.56 36.00 0.26 -0.00 -0.37 0.02 -0.

Job Page
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

18 0.09 22.16 0.00 240 0.00 270 0.59 PiROD 15' Universal T-Frame Sector Mount .Elevation 244 .00 0.13 0.08 -0.00 .94 19.07 17.16 0.18 45.08 0.Elevation 244 .78 1.00 180 0.13 0.08 0.14 0.00 0.Elevation 244 .08 -22.14 -0.29 -0.08 22.09 -0.56 39.01 2.14 0.08 -22.18 0.01 -0.09 0.02 210 0.59 68000/68010 w/Pipe Mount .00 0.09 0.00 0.01 0.14 -0.08 0.13 0.00 210 0.18 45.09 -22.13 0.18 0.00 0.00 0.00 270 0.00 90 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.08 -0.18 0.18 0.Elevation 244 .09 -22.16 39.60 -37.11 38.00 -0.22 -1.00 -0.00 0.16 -0.00 0.16 0.09 0.00 210 0.00 -0.18 19.10 -0.85 1.82 -0.16 -0.59 300 0.08 0.37 -0.09 0.00 90 0.09 0.67 -33.09 0.85 1.16 0.16 -0.85 -1.00 -0.56 39.08 -0.00 330 0.02 150 0.16 -0.18 0.09 0.18 -44. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.88 -39.00 0.55 -0.56 0.09 23.17 40.00 45.09 -22.99 0.09 0. Inc.02 90 0.18 -19.14 0.16 0.14 -0.00 300 0.82 0.14 -0.10 0.30 18.00 30 0.59 60 0.02 30 0.00 0.94 -19.16 -38.18 0.00 120 0.15 -0.16 0.08 -0.18 0.02 270 0.00 -0.90 -24.18 0.99 -39.02 330 0.08 0.43 33.18 0.08 -0.16 0.00 0.15 0.14 -0.16 0.16 0.16 -39.08 0.00 0.84 0.14 33.18 -45.56 0.16 39.18 0.00 0.02 150 0.18 -0.None C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.85 -1.02 330 0.59 240 0.16 39.18 180 0.00 0.09 23.16 42.14 -34.00 30 0.17 -41.00 0.18 300 0.18 0.00 -0.16 0.67 33.18 0.16 0.09 0.00 -0.09 22.16 -0.00 0.15 36.08 0.09 22.00 -45.83 0.08 -0.16 0.00 0.From Face A Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 330 0.41 -20.43 -33.18 0.18 68000/68010 w/Pipe Mount .From Face B Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.07 -18.55 0.14 0.04 -3.16 -39.30 0.16 0.00 0.18 0.00 -0.00 60 0. 12612 W.09 -1.16 0.14 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 0.08 0.04 -44.90 24.69 1.00 0.18 0.08 0.14 -0.09 -21.59 180 0.56 0.59 120 0.09 -21.14 0.22 0.48 35.18 0.09 1.16 0.00 0.16 -38.08 0.84 -1.10 -0.31 -1.00 0.18 120 0.59 240 0.88 39.15 -36.00 0.56 -39.16 39.56 -39.02 23.55 0.56 0.16 0. horn FAX: (262) 252-3134 68000/68010 w/Pipe Mount .08 -0.55 -0.00 0.08 -0. inc.09 0.00 150 0.18 0.00 0.15 -36.08 22.37 1. Job Page ERITower Free-Standing Tower Demo 47 of 80 Project Date C-Concepts.15 1.59 60 0.09 -0.18 0.08 0.01 -3.

26 90 0.03 0.00 0.02 -0.00 0.61 0.74 -7.04 0.None C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.03 0.03 0.01 2.07 0.06 0.00 -0.06 -0.03 -7.05 -0.03 0.47 0.00 0.90 4.26 150 0.00 0.88 -10.74 0.03 0.03 0.31 300 0.02 0.07 0.59 0.90 9.Elevation 232 .01 -0.02 0.05 10.03 -0.02 -0.04 0.05 0.00 0.00 0.00 150 0.67 0.74 7.06 0.21 -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 0.54 0.00 0.01 0.26 330 0.02 0.06 0.06 -13.03 0.00 -0.52 4.05 4.31 60 0.31 FR70-12-L2 .15 0.41 0.00 270 0.03 -0.04 0.79 0.15 180 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. horn FAX: (262) 252-3134 FR70-12-L2 .00 330 0.03 7.88 10.15 9.00 -0.06 -13.05 -10.31 120 0.02 -0.03 0.00 0.05 -10.15 PiROD 15' Universal T-Frame Sector Mount .06 0.02 0.00 0.03 0.90 -4. Job Page ERITower Free-Standing Tower Demo 48 of 80 Project Date C-Concepts.02 -0.07 0.03 7.02 0.26 210 0.00 90 0.07 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.02 -0.06 0.15 180 0.97 -13.81 0.96 0.93 14.98 0.96 -0.02 0.77 14.01 -3.15 60 0.75 -9.03 0.15 -19.04 -0.01 2.06 0.03 8.01 -2.02 0.15 60 0.05 -4.15 -9.00 0.98 -0.00 0.00 30 0.07 -15.06 0.97 13.15 0.31 240 0.06 -0.01 0.13 -16.82 13.00 0.02 -0.03 8.03 0.67 -0.03 7.03 -0.02 0.64 0.06 0.04 10.15 FR70-12-L2 .05 0.03 -0.72 0.04 0.69 0.98 -0.03 -7.03 0.01 -2.03 -0.77 -14.74 -0.01 -0.00 0.05 -10.98 0.Elevation 232 .03 0.00 .00 0.26 90 0.01 -3.94 0.81 0.06 0.03 0.03 -8.07 0.00 0.98 0.03 0.04 0.04 -0.03 0. inc.03 -7.83 -4.01 0.02 -0.28 0.15 120 0.15 300 0.03 -0.03 0.06 0.26 30 0.05 -0.08 -0.04 -10.04 0.00 -0.69 -0.02 -0.00 30 0.01 -0.05 -10.31 180 0.04 -0.03 -0.Elevation 232 .93 -14.00 0.03 -0.02 0.03 0.52 -4.93 2.05 10.01 2.06 0.03 -8.02 0.93 -2.82 -13.26 270 0.90 -9. 12612 W.06 13.04 -0.05 7.06 0.04 -0.26 330 0.21 0.06 0.61 0.05 10.02 -0.15 240 0.15 240 0.01 2.75 9.26 150 0.78 2.04 0. Inc.06 -0.26 30 0.41 -0.03 7.78 -2.26 270 0.00 210 0.03 -7.96 -9.07 0.26 210 0.72 -0.28 -0.02 -0.00 0.Elevation 23'-232' .15 300 0.61 -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 0.98 -0.47 -0.03 0.05 -7.06 13. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.03 0.07 15.61 -0.05 10.06 0.83 4.06 0.06 0.54 0.06 -0.15 120 0.00 0.

14 0.00 -0.46 180 0.14 -0.53 -40.11 47.85 0.08 0.08 23.15 0.80 210 0.08 -23.00 0.00 120 0.13 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 0.21 -40.13 -0.15 0.14 -0.13 0.61 -0.68 -23.39 0.21 -46.11 -47.16 0.00 270 0.08 0.68 23.00 0.00 -0.14 0.08 0.14 0.80 330 0.18 -0.Elevation 300 .79 -16.16 0.14 -40.08 0.00 0.08 0.32 40.59 0.16 0.32 40.00 0.46 300 0.96 0.39 0.80 150 0.39 0.79 0.14 0.13 -16.00 -0.00 19.96 0.08 0.08 -9.47 23.14 0.00 0.14 40.00 -0.57 0.00 0.96 0.79 0.96 -9.14 40.00 210 0.15 0.13 -0.00 240 0.93 ALP 8010 . Mill Road Example 18:26:48 01/28/03 Menomonee Falls.08 -23.93 180 0.16 0.16 46.08 23. inc.14 0.15 0.80 270 0.80 30 0.00 -0.93 120 0.08 -0.08 -23.08 0.14 0.08 -0.16 0.Elevation 300 .14 -40.36 -23.15 0. horn FAX: (262) 252-3134 PiROD 15' Universal T-Frame Sector Mount .13 16.08 -0.00 90 0.47 -23.46 120 0.76 0.18 0.15 0.08 23.00 -0.96 0.14 0.08 -0.08 0.14 0.08 -0.00 0.67 -0.14 0.15 0.74 0.Elevation 23'-232' .08 9.08 -0.47 23.47 -23.08 0.18 0.14 -0.00 0.08 -23.08 -0.08 0.79 -16.15 0.00 0.00 30 0.15 0.00 0.15 0.00 150 0.00 -0.32 -40.16 0.14 40.53 -40.80 210 0.00 0.00 300 0.08 0.00 -0.76 0.24 -0.18 -0.14 0.14 -40.11 46.79 0.61 0.11 -46.96 9.04 -0.61 -0.08 -23.Elevation 300 .16 0.00 150 0.24 -0.08 0.15 0.08 0.46 120 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 0.08 0.53 40.16 0.04 0.08 0.00 330 0.24 0.00 -0.14 -0.46 300 0.08 0.00 0.08 0.00 330 0.24 0.64 0. 12612 W.16 0.16 0.00 -0.96 -0.93 240 0.00 0.16 0.14 0.00 270 0.14 0.96 9.00 -0.79 16.59 0.14 40.16 -46.14 -0.80 .15 19.76 -0.14 0.46 240 0.57 0.00 -0.00 0. Inc.14 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 0.64 -40.14 -0.00 -0.46 60 0.59 0.76 0.53 40.96 0.14 0.08 0.08 23.14 -0.00 0. Job Page ERITower Free-Standing Tower Demo 49 of 80 Project Date C-Concepts.16 -0.14 -40.14 0.61 0.08 -9.00 ALP 8010 .80 90 0.00 180 0.16 -0.08 -0.14 0.08 9.15 0.16 -46.16 -46.08 23.00 0.00 -19.00 0.32 -40.39 -0.00 -0.14 0.80 90 0.08 -0.67 0.00 0.80 30 0.43 0.68 23.08 -0.13 16. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.14 -40.14 0.68 -23.16 0.16 46.79 16.14 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 0.08 0.74 -0.00 90 0.14 0.08 0.00 0.46 ALP 8010 .93 60 0.46 60 0.00 0.

36 23.10 -29.00 -58.43 50.86 0.72 440.85 -0.None C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.57 22 31/32'' Sum 0.11 -220.49 381.93 300 0.46 240 0.46 PiROD 15' Universal T-Frame Sector Mount .00 0.00 210 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 0.57 -0.08 23.10 -0.08 -23.64 40.20 0.17 0.00 240 -1.97 0.43 0.00 58.00 120 0.97 0.14 0.14 0.00 150 0.20 0.46 180 0.16 0.43 -0.00 330 -0.00 210 -0.86 220.20 0.20 -58.43 0.16 47. inc.49 -381.10 0.06 0.08 -0.00 120 1.00 90 1.43 50.43 -50. Job Page ERITower Free-Standing Tower Demo 50 of 80 Project Date C-Concepts.14 -0.00 180 0.14 -0.86 1.49 0.00 60 0.17 50.79 -23.00 -0.10 -29.00 270 0.00 270 -1.72 0.11 0.10 0.00 0.00 0.43 0.14 0.86 -220.00 0.20 0.00 60 1.00 -0.86 220.80 270 0.20 58.21 46.04 0.49 0.07 0.20 0.00 180 0.16 0.49 -381.00 0.20 0.49 -0.20 0.Elevation 300 .00 0.00 0.86 -1.97 29.00 0.04 -381.43 -50.10 29.04 0.08 0.00 90 0.00 Dish Pressures .00 300 -1.14 -40.10 29.00 -0.49 381.86 -1.20 0.08 0.72 -440.00 -440.00 0.00 30 0.715 12.08 0.17 0.00 30 0.00 440.97 0.00 1.86 0.79 23.86 1.20 0.00 300 0. 12612 W.00 0.20 0.07 0.04 -381.43 0.97 29.04 0.00 -1.11 220.Service Wind Vx Vz OTMx OTMz Torque Azimuth deg K K kip-ft kip-ft kip-ft 0 0.00 0. 5'1-3/16'' 1.17 -0.08 0.43 0.43 -0.97 -29.86 0.16 -0.20 0.49 -0.57 -0.14 40.07 0.17 -50.10 -0.00 0.00 0.00 0.00 0.20 0.00 330 0.00 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.11 220.97 0.86 -220.11 0.0000 0.00 Discrete Appurtenance Totals .07 0.17 50.11 0.04 381.14 -0.00 -0.00 0.00 0.08 -0.14 0.00 -0.14 40.00 -0.00 0.08 -0.00 150 0.14 .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.Elevation 300 .00 240 0.20 0.21 40.08 0.00 0.17 -0.04 381.00 0.86 0.80 330 0.11 0.04 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.97 -29.20 0.72 0.00 210 0. Inc.14 8'9.11 -220.17 -50. horn FAX: (262) 252-3134 ALP 8010 .

01 -1.0000 0.93 54.001330 0.08 38.19 0.02 19.001050 0.09 -0.09 0.11 25.000700 0.12 -0.22 -46.15 -0.50 270 -0.63 0.96 46.No Ice Andrew 4' w/Radome .000000 0. 12612 W.03 -0.85 0.83 180 -0.001040 0.21 -1.11 25.12 0.49 27.12 -0.000390 0.22 Dish Pressures .45 5.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 0.000890 -0.25 -0.002210 0.00 -0.001950 -0.32 -0. Inc.28 8'9.03 -0.From Leg B .17 0.09 0.10 -6.06 210 0.000132 -0.13 -0.With Ice Andrew 4' w/Radome .10 -6.20 0.12 -26.25 -0.03 -0.05 -0.001330 -0.09 0.50 270 0.28 0.08 19.01 -0.23 240 -0.13 -26.06 90 0.94 1.000404 -0.10 16 0.07 15.70 0.23 60 0.08 38.56 -21.32 -0.89 1.16 -1. 5'1-3/16'' 1.70 0.06 -13.23 240 0.09 0.50 30 0.000340 0.18 0.000000 0.Elevation 218 .001280 0.06 210 -0.01 2.22 300 0.49 1.06 0. Job Page ERITower Free-Standing Tower Demo 51 of 80 Project Date C-Concepts.85 0.50 30 0.22 Dish Totals .00 330 -0.000420 -0.93 54.01 0.18 -0.06 90 -0.19 -40.89 1.08 19.83 180 -0.Elevation 218 .94 1.05 0.04 -0.19 -38.00 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.15 32. 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 .17 0.12 -0.45 5.000420 0.08 0.13 -0.15 0.91 1.83 120 -0.22 -0.96 46.22 -0.00 0.000000 -0.04 0.000000 0.25 0.01 0.000277 0.00 150 0.08 -0.18 0.13 -26.00 -0.12 0.000277 0.80 -1.19 -0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.13 -0.18 0.18 0.22 0.33 -21.00 330 0.01 -1.15 -0.15 0.001050 -0.001280 -0.49 27.06 -13.00 -0.23 60 -0.00 150 -0.22 -46.09 -0.91 1.10 22.19 -38.22 300 -0.63 0.12 0.88 -39.10 -0.10 0.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 120.000390 0.03 -0.80 -1.22 -0.10 22.49 1.000890 0.12 -26.001770 0.00 0.56 -21. inc.001040 -0.000002 0.000002 0.000404 -0.01 -0.19 -40.01 2.28 0.16 -1.000340 -0.21 -1.06 0.000700 -0.5000 31/32'' Sum 0.07 15.13 -0.18 0.33 -21.02 19.15 32.83 120 0.001070 -0.715 13.28 Weight: Dish Vectors .000132 -0.88 -39.001950 0.001070 0.No Ice Wind Vx Vz OTMx OTMz Torque Azimuth deg K K kip-ft kip-ft kip-ft 0 -0.

53 -6.05 -9.02 -20.17 -0.000000 0.83 90 -0.17 -0.00 0.000000 0.18 0.05 -0.04 0.000420 -0.10 -0.000700 0.04 10.00 0.17 -35.000404 -0.09 -0.03 0.87 0.10 -0.14 0.000700 -0.001070 -0. 5'1-3/16'' 1.00 0.02 -0.31 0.00 0.06 0.00 330 -0.12 -0.00 1.11 26.08 18.58 -31.000390 0.000002 0.09 20.43 0.001280 -0.001050 -0.05 -9.04 -0.001040 -0.75 -32.02 -0.96 -11.31 0.000002 0.001070 -0.05 0.02 0.000000 -0.000132 -0.53 -6.01 0.14 0.54 90 -0.07 15.00 0.11 26.000404 -0.001330 0.07 16.00 -0.00 0.21 35.001040 0.05 0.83 210 -0.14 -0.00 -0.83 0.06 -0.00 150 -0.65 120 -0.000404 -0.06 -12.06 0.75 3.14 40.95 300 -0.01 2. 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 0.03 0.17 30 0.20 -1.000132 -0.001330 0.20 -1.04 0.000002 0.63 240 0.09 0.75 -32.88 -0.73 13.00 150 -0.73 13.001070 0.000890 -0.000340 -0.0000 0.96 60 -0.09 -0.10 -20.10 -19.10 -20.31 -18.02 -0.65 180 -0.000000 0. Inc.17 -0.15 0.65 120 0.000340 0.95 300 0.97 -4.13 0.96 240 -0.09 0.63 -0.96 240 0.02 -0.001050 0.001770 0.31 -18.000420 0.00 -0.000890 -0.715 12.001950 0.002210 0.47 -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 0.09 0.87 -0.001040 0.000340 -0.09 -0.05 9.10 0.48 0.88 -0.000420 -0.43 0.000700 0.03 -0.07 0.10 -19.65 180 -0.12 0. inc.48 -0.06 -0.58 -31.46 20.001770 0.78 -0.83 210 0.46 20.03 -0.87 -0.06 -0.001040 -0.00 0.11 -0.With Ice Wind Vx Vz OTMx OTMz Torque Azimuth deg K K kip-ft kip-ft kip-ft 0 -0.001070 0.83 90 0.05 0.10 -0.14 0.05 12.08 -0.000132 -0.07 -0.01 0.Service Andrew 4' w/Radome .42 180 -0.01 -0.17 -0.77 .000390 0.03 0.000700 -0.31 0.000890 0.001330 -0.20 0.000420 0.07 0.20 -0.45 -11.001280 0.89 0.02 -0.00 0.06 13.66 28.13 0.10 -20.000132 -0.000277 0.25 -0.14 1.001280 -0.07 0.05 -0.21 35.03 -6.87 0.08 0.15 -30.09 0.12 0.14 Weight: Dish Vectors .17 270 -0.000404 -0.08 -0.00 -0.18 -0.000390 0.09 20.29 2.00 330 0.05 0.95 Dish Totals .20 -0. Job Page ERITower Free-Standing Tower Demo 52 of 80 Project Date C-Concepts.00 150 0.57 0.06 0.17 -35.48 0.05 12.14 8'9.47 -20.05 12.Elevation 218 .14 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.00 -0.14 40.01 0.09 0.57 11 31/32'' Sum 0.15 -30. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.17 270 0.17 -0.20 -0.09 -0.75 3.04 -0.001280 0.000390 0.07 15.16 0.001950 -0.63 60 -0.001330 -0.05 0.07 0.66 28.000340 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 120.10 -0.01 0.03 -0.09 0.01 2.89 0.04 18.95 Dish Pressures .000000 0.000002 0. 12612 W.63 -0.03 8.08 0.07 -0.96 60 0.000277 0.31 0.55 -18.08 -0.02 0.11 0.14 1.42 120 -0.54 210 0.14 0.10 0.09 0.47 -0.17 30 0.10 -0.08 0.08 18.000000 -0.15 -0.77 30 0.55 -18.000890 0.

WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.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 0.05 0.01 -15.01 41.19 21.33 Total Member Self-Weight 74.07 16.00 -5711.No Ice 87.65 -5582.92 6066.14 Wind 150 deg .No Ice 87.85 24.78 -0.06 -0.75 0.26 0.03 8. Mx Moments.33 -37.19 36.60 -0.60 -46.00 330 0.91 Wind 330 deg .No Ice 87.19 -21.62 19.01 -30.34 Wind 210 deg .55 -5973.000000 0.10 0.54 -3463.09 0.98 -20.No Ice 87.00 1.19 -0.No Ice 87.74 3711.60 22.11 -0.43 0.78 -23.85 -3512.06 Wind 270 deg .31 3512.04 10.11 -23.60 -0.002210 0.43 -3285.69 -3273. inc.No Ice 87.10 -20.85 Wind 180 deg .36 7039.60 -23.37 13.35 22.17 -0.02 -0.91 -22.06 -12.19 -39.19 21.06 -0.46 -7460.19 -0.20 -0.19 -13.22 0.37 13.66 0.Service Wind Vx Vz OTMx OTMz Torque Azimuth deg K K kip-ft kip-ft kip-ft 0 -0.83 0.03 -45.54 210 -0.12 0.01 -0.001950 0.06 13.20 Wind 60 deg .21 -20.42 Wind 30 deg .Ice 126.62 Force Totals Load Total Sum of Sum of Sum of Sum of Sum of Torques Case Weight Forces Forces Overturning Overturning X Z Moments.Elevation 218 .05 0.60 -23.07 -12.42 -6924.13 -0.83 -11.60 23.No Ice 87.93 Wind 240 deg .00 150 0.97 -4.06 39.09 -2.59 -23.86 Bracing Weight 40.03 -6.23 Wind 300 deg .93 Wind 60 deg .70 3703.00 -0.Ice 126.11 0.85 24.22 0.000277 0.00 330 -0.05 -0.69 3409.25 -3498.46 5974.06 39.62 Dish Totals .03 -49.19 39.18 Wind 90 deg .72 3415.19 -0.No Ice 87.64 0.11 12.66 Wind 120 deg . Mill Road Example 18:26:48 01/28/03 Menomonee Falls.63 60 0.78 -11.54 90 0.86 12.11 -0.04 18.86 6053.60 38.77 270 -0. Inc.05 9.01 44.02 5651.45 -11.No Ice 87.82 6412.60 -42.25 -0.09 0.05 12.11 -23.Ice 126.38 37.62 300 0.Ice 126.000000 0.48 -0.79 21.63 Wind 120 deg .Ice 126.64 0.38 36.18 -22.06 -13.07 Wind 210 deg .13 27.36 Gusset Ice 0.03 -22.No Ice 87.06 0.63 3520.001950 -0.47 -3449.85 3280.09 0.45 5969.07 -0.60 42.13 0.77 30 0.52 Gusset Weight 3.13 27.05 -0.90 -6089.06 -0.02 -20.24 -7022.96 -11.97 5640.001050 -0.00 -0. horn FAX: (262) 252-3134 Andrew 4' w/Radome .94 -6565.20 Wind 240 deg .52 0.57 0.10 -39.41 23.99 -6109.93 6855.42 180 -0.92 -3255.90 -32.27 -0.24 Member Ice 24.60 -39.83 -5947.60 46.99 22.89 3.35 6451.62 300 -0.76 0.Ice 126.41 23.No Ice 87.29 2.Ice 126.Ice 126.01 -12.000277 0.00 0.16 -6452.25 Wind 90 deg .43 0.05 Wind 180 deg .31 Wind 0 deg .13 -0.99 -39.05 -0.Ice 126.07 -0.39 23. Job Page ERITower Free-Standing Tower Demo 53 of 80 Project Date C-Concepts.00 0.06 -13.42 120 0.No Ice 87.00 -0.47 -20.14 Wind 30 deg .001050 0.84 -22.63 240 -0. 12612 W.71 .00 1.20 Wind 150 deg .19 42. Mz K K K kip-ft kip-ft kip-ft Leg Weight 33.54 -20.35 22.71 -0.11 -0.40 -12.28 6.83 Wind 0 deg .60 11.

56 -0.33 Wind 150 deg .Service 33 Dead+Wind 180 deg .36 -3099.16 -0.Service 28 Dead+Wind 30 deg .38 6.60 -23.35 Wind 300 deg .Service 31 Dead+Wind 120 deg .60 -11.19 -21.60 11.13 3590.Service 32 Dead+Wind 150 deg . Mx Moments.60 -0.23 -6.No Ice 4 Dead+Wind 60 deg .01 23. Mz K K K kip-ft kip-ft kip-ft Wind 270 deg .04 -1793.45 1795.43 0.93 -12.60 -19.23 -3798.96 -3266.No Ice 3 Dead+Wind 30 deg .92 -11.Ice 126.25 Load Combinations Comb.41 -3109.47 -3583.73 -20.No Ice 13 Dead+Wind 330 deg .30 10.No Ice 8 Dead+Wind 180 deg .60 23.No Ice 11 Dead+Wind 270 deg .No Ice 12 Dead+Wind 300 deg .13 1790.52 0.34 3096.22 Wind 60 deg .26 Wind 270 deg .76 20.60 11.86 11.16 -3292.85 -11.37 3103.55 11.92 6.61 3287.07 Wind 30 deg . Inc.No Ice 10 Dead+Wind 240 deg .33 Wind 90 deg .Service 37 Dead+Wind 300 deg .82 -0.Service 87.Service 34 Dead+Wind 210 deg .31 -20.92 3505. Description No. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.16 Wind 330 deg .56 2.38 6575.Service 87.Service 87.87 -6.50 -1759.Service 87.77 20.00 -0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.65 -10.36 Wind 0 deg .Service 87.Service 87.No Ice 6 Dead+Wind 120 deg .11 Wind 330 deg .30 5599.19 -36.62 1901.90 -11.00 1.Service 87.01 -33.60 1897.No Ice 7 Dead+Wind 150 deg .08 -5727.Service 36 Dead+Wind 270 deg .44 12.05 Wind 180 deg .18 3290. 1 Dead Only 2 Dead+Wind 0 deg .17 Wind 210 deg .22 Wind 240 deg .Service 30 Dead+Wind 90 deg .41 -3035. 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.86 12.Service 35 Dead+Wind 240 deg .Service .No Ice 9 Dead+Wind 210 deg .19 -42. Job Page ERITower Free-Standing Tower Demo 54 of 80 Project Date C-Concepts.00 22. inc.60 -11.47 -1752.85 Wind 300 deg .Service 29 Dead+Wind 60 deg .No Ice 5 Dead+Wind 90 deg .05 Wind 120 deg . 12612 W.41 -37.20 0.47 20.60 21.Service 87.Ice 126.60 -21.60 -0.86 12.Ice 126.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 .60 19.79 -20.Service 87.Service 87.36 3047.Service 87.Service 87.05 -1785.02 -25.

Compression 2 -44.00 Max.15 0. Compression 10 -16.05 0.00 Max.00 0. Vy 25 0. Mx 8 22.03 Max.00 Top Girt Max Tension 6 0.76 -0. inc. Vy 16 0.40 0.00 0.01 0. Compression 9 -1.50 0.37 Diagonal Max Tension 9 2.12 0.33 0.03 0.02 -0.21 0. 38 Dead+Wind 330 deg .00 0.00 0.04 0.57 0.02 0.36 -0. Compression 2 -6.00 0.01 Max.01 -0. Compression 9 -2.00 0.00 0.03 0.00 Max. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.02 -0.23 -0.00 0.00 Max.12 0.00 Max. 12612 W.97 -0.18 Diagonal Max Tension 3 1. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.04 0.02 Max.03 0.44 0. Vy 8 -0. My 7 -1. Mx 16 0.00 Horizontal Max Tension 9 0. Compression 3 -1.00 -0.00 0.00 Max. Vy 4 -0. Compression 23 -0. Compression 9 -4.00 0. My 5 -2.19 0.39 -0.01 Max.00 Max. Compression 4 -0.45 -0.02 Max.00 Max.42 -0.18 Max.56 0. My 16 -2.00 0.00 Inner Bracing Max Tension 10 0. ft Type Load Moment Moment Comb.04 0.02 -0. horn FAX: (262) 252-3134 Comb.01 Max.93 -0. Vx 11 -0.97 0. Vy 18 0.02 -0.00 Max.19 -0.00 Max.00 0.08 0.01 Max.00 Max. Mx 23 -0.24 0.12 -0.01 -0. My 18 -0.00 Diagonal Max Tension 9 1.00 0.01 Max.03 0. Job Page ERITower Free-Standing Tower Demo 55 of 80 Project Date C-Concepts. Force Major Axis Minor Axis No.00 0.00 Max.03 -0.02 -0.00 Max.53 0.00 0.01 T3 260 .54 0.220 Leg Max Tension 12 34. Vx 7 -0. Mx 6 -3.94 0.00 Max.58 -0.260 Leg Max Tension 12 13.00 Max.01 Max.32 -0.38 0.15 -0.03 0.23 -0.08 0. Mx 26 -3.96 0.61 0. Description No.00 Max.03 0.90 -0.00 0.00 Max.45 -0. Vy 15 -0. My 5 -3.00 T4 240 .67 0. Vy 8 0. Vx 11 0.00 Max.00 Max.12 -0.19 0.14 0.00 0.44 -0.00 Max.85 0.00 Max.00 Max. My 15 1.17 0. Inc. Mx 16 1.01 Max.03 0.86 0.03 0.01 -0.03 -0.03 -0. Mx 14 -0. Compression 10 -0.240 Leg Max Tension 12 23. Vy 6 -0.43 0. Compression 2 -29. Mx 6 -16.00 Max.00 0.22 0.02 0.00 T2 280 .01 Max.97 0.03 -0.18 Max.280 Leg Max Tension 12 4. Vy 26 0. Mx 8 28.22 0.02 0.18 -0. Mx 25 1. Vy 26 -0.00 0.02 0.00 Max.01 0.00 Max.15 0.14 0.56 0. Vx 13 0.00 Max.57 Max. Mx 15 0.00 Max.24 Diagonal Max Tension 9 3.82 0.46 Max.Service Maximum Member Forces Section Elevation Component Condition Gov.02 0.00 0.00 . K kip-ft kip-ft T1 300 .

06 -0.00 0. Vx 5 -0. Compression 2 -117. ft Type Load Moment Moment Comb.00 Max. Mx 22 -0.19 -0.05 0.04 0. Compression 15 -0.10 0.04 -0.06 -0.03 -0.23 Diagonal Max Tension 9 4.65 0.00 T5 220 .00 0. Mx 15 0.05 0.00 0.00 Max.00 Max.00 0. Mx 15 -116. My 5 -9. Force Major Axis Minor Axis No.46 0.00 T7 180 . Mill Road Example 18:26:48 01/28/03 Menomonee Falls.00 Max.00 Max.01 Max. inc.01 0. My 5 -9.00 0.31 0. Compression 9 -5. 12612 W.00 0.00 Horizontal Max Tension 7 0.03 0. Mx 2 -79. horn FAX: (262) 252-3134 Section Elevation Component Condition Gov.08 -0.00 0.83 -0.38 -0.00 0. Vy 15 0.08 0. Compression 2 -0.13 -0.00 -0. Vy 15 -0.00 Max. Compression 9 -4.04 -0.96 0.00 0.49 Max. Mx 15 0.00 Inner Bracing Max Tension 2 0.02 0.26 -0. Vy 15 -0.03 -0.88 0.01 0.01 Max.37 0.00 Max.00 0.00 Max.00 Horizontal Max Tension 7 0.26 0.00 Max. Compression 6 -0.03 -0. Compression 2 -98.04 0.27 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.35 0.02 -0.14 0. Mx 15 -0.00 Max.42 -0.08 0.00 Max.00 Inner Bracing Max Tension 6 0.00 Inner Bracing Max Tension 6 0.21 -0.08 -0.06 -0. Mx 15 0.00 -0.06 0.00 Max.00 0. Vx 2 -0.48 0.03 -0.20 0.00 Max. Inc. Compression 19 -0.00 T6 200 .00 0.00 Max.00 Max. Compression 2 -79.67 -0.27 0.34 Max.180 Leg Max Tension 12 62. Mx 26 3.04 0. Vy 26 -0.05 0.00 Max.01 0.07 -0.03 -0.00 Max.00 Max. K kip-ft kip-ft Max. Compression 9 -4.00 Max.26 0.26 -0.52 0. Compression 26 -0.54 0.00 Max.00 0.00 Max. My 5 -7.00 T8 160 .03 0.34 Diagonal Max Tension 9 4.00 Max.00 0. Vy 26 0.05 0.04 0.00 Max. Vy 10 -0. Compression 2 -61.71 -0.30 -0.56 0.01 0.05 -0.05 0.65 -0.160 Leg Max Tension 12 76.00 Max.01 0.00 Max.00 0.00 Max.00 0.00 Max.74 -0.01 Max. Vy 15 -0.00 Max. Vy 26 -0.19 0.05 0.00 Max.00 0.04 -0. Mx 15 -0.01 Max.00 Horizontal Max Tension 13 0.22 -0.00 -0. Vy 6 0.35 -0. Vx 5 0.22 0.00 0.08 0.00 Max.00 Max.27 Max.24 -0.00 Max.80 0. Mx 2 -61.04 0.62 -0.31 0. Vy 15 -0.00 Max. Vy 15 -0.00 Max.22 -0.04 -0.00 Max.49 Diagonal Max Tension 9 5. My 5 -5.08 -0.02 0.00 0.12 0. Compression 6 -0.03 0.01 -0.00 0.24 -0.30 -0.49 . Vy 23 -0.19 -0.27 0.26 -0.140 Leg Max Tension 12 90.00 0.08 0.35 -0.49 Max.200 Leg Max Tension 12 48.00 Max.02 Max.00 0.00 Max.04 0.00 0. Mx 26 -4.00 Max. Mx 26 -5. Mx 2 -98. Vy 10 0.31 0. Vy 10 0.32 -0.04 0. Vx 11 0. Job Page ERITower Free-Standing Tower Demo 56 of 80 Project Date C-Concepts.

Mx 17 -0. Compression 13 -0.01 Redund Horz Max Tension 2 1.00 0.00 Max. Vy 19 -0.04 Max.47 0.59 Diagonal Max Tension 9 7.74 -0. Compression 2 -1.28 0.65 Max.07 -0.05 Max.00 0.00 Max. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.00 Max.00 Max.86 -0. Mx 23 5.00 0.01 Max.11 -0.21 -0.53 1.00 Max.01 Max.06 0.100 Leg Max Tension 12 115. Vx 11 0.00 -0. Vy 20 -0.32 -0.15 0.00 Max. My 11 -15.00 0. Mx 15 1.03 0.15 0.05 Max.01 0.00 Max. Vy 25 -0.00 Redund Hip Bracing Max Tension 2 0.00 Inner Bracing Max Tension 13 0. My 2 7.00 0.02 0. Vx 15 0.13 -0.00 Max.72 0.05 0.35 0.73 -0. Compression 9 -8.38 0.08 -0.34 0.18 -0.01 0.35 -0.00 0.00 0. Vy 2 -0.13 -0. Mx 20 -5.00 Max. Vx 11 0.14 -0.00 0.00 Bracing Max.01 0.05 0.03 0.15 0.11 0.00 T10 120 . Compression 2 -1.00 Max.00 Max.03 0.00 0.19 -0. My 25 0. Compression 9 -8.13 -0.06 0.11 -0. ft Type Load Moment Moment Comb.00 0.00 0.17 0.00 Max.01 0.00 0.00 Inner Bracing Max Tension 6 0.02 0. Job Page ERITower Free-Standing Tower Demo 57 of 80 Project Date C-Concepts.01 -0. Compression 25 -0.93 -0.65 Diagonal Max Tension 9 8.00 Max.98 0.02 0.05 -0.34 0.93 0.00 0.58 -0. Mx 23 7. Compression 9 -6.01 Max.32 -0. Mx 15 0.06 0.00 Max.00 Max. My 19 0. Vy 23 -0.05 Max. Compression 2 -131.120 Leg Max Tension 12 100.00 . Vy 23 0.56 0.00 0. Mx 19 1. Force Major Axis Minor Axis No.85 -0.13 0.01 Max.20 0. Compression 26 -0.00 Horizontal Max Tension 12 0.00 Max.00 T9 140 .07 0.17 0.98 0.65 -0.05 -0.04 Max.00 Horizontal Max Tension 7 0.00 0.00 0.14 -0.95 0.44 0. Vx 15 -0. horn FAX: (262) 252-3134 Section Elevation Component Condition Gov.02 Max. Mx 16 -0.00 0.13 -0.00 Max. Inc.70 -0.00 0.19 -0.32 0.00 Max.00 0.14 0.00 Max.00 0.02 0. Vy 15 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.02 0.56 0. Vy 2 0.67 0.02 -0.00 0.72 0.00 Bracing Max.00 0.00 0.00 Max. Vy 24 -0.00 Max. Compression 2 -152.00 Max. Mx 25 0. Vy 15 0.00 Max.63 0.01 0.16 -0.13 -0.00 Redund Diag Max Tension 2 1. Mx 18 0.00 Max.00 Horizontal Max Tension 12 0. My 2 5. Vy 16 -0.35 -0.98 0.00 0.00 Max.66 -1.13 -0. inc.00 Max.85 -0.00 Max.01 Max. K kip-ft kip-ft Diagonal Max Tension 9 5.00 Max.01 -0.29 -0.59 Max.01 0. My 11 -12.54 1. Compression 19 -0. Mx 2 -151. Compression 6 -0. Vy 15 -0.00 0.38 0.00 Max.00 0.04 Max. Mx 2 -130. 12612 W.18 -0.00 0.17 0.00 Max.

Compression 2 -194.59 0.00 Max.01 Max.00 Redund Diag Max Tension 2 1.65 0.00 0.00 Max.14 -0.00 Bracing Max. Mx 17 -0.78 1. inc.05 -0. Compression 2 -1.28 0.16 -0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.00 0.20 0. 12612 W. Mx 22 -0.00 0. Mx 21 0.00 Max.80 Leg Max Tension 12 129.00 Max.19 1.00 Bracing Max. Mx 2 -192.00 Max.00 0.03 0.67 0.00 0.01 0.59 0.65 0.00 Max.02 0. K kip-ft kip-ft Max.56 0.00 Max.00 0.02 0.00 0.00 0.00 0.02 0.20 0.00 Max.00 Inner Bracing Max Tension 6 0.38 0.00 0.30 -0.08 -0.00 Max.00 Max.00 Redund Diag Max Tension 2 1.20 -0.00 Max.02 0.00 Max. Compression 2 -172. Vy 17 0.43 0. Mx 2 -171.00 0. Compression 6 -0.58 1.00 Redund Hip Bracing Max Tension 2 0. Mx 15 0. Vy 2 -0.61 -0. horn FAX: (262) 252-3134 Section Elevation Component Condition Gov.03 0.02 0. Vx 11 0.20 0. Mx 23 6.06 -0.01 0. Compression 2 -1.00 Bracing Max. Vy 15 -0.00 0. My 23 0.00 0. Vy 20 0.01 -0.00 0.83 -0.68 -0.00 0.01 Max.01 0.02 0.00 0. Vy 23 0.01 -0.00 0.00 T12 80 .21 0.24 0.00 0.00 Max. Vy 17 0.01 0.00 Redund Hip Bracing Max Tension 2 0. Job Page ERITower Free-Standing Tower Demo 58 of 80 Project Date C-Concepts.00 T11 100 . Mx 14 0. Mx 17 -0.00 Max.65 Max.29 0. Compression 19 -0. My 11 -20.66 -0.00 0. My 11 -16.00 0.28 0.00 Max.25 -1.00 0.00 0.50 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.04 0.01 Max.04 Max. Compression 25 -0.00 0. Vy 25 0.00 Inner Bracing Max Tension 6 0.00 Max.50 0. Vy 20 0.00 0. Compression 2 -2.01 -0.00 Redund Horz Max Tension 2 2.57 Diagonal Max Tension 9 8.00 Max. ft Type Load Moment Moment Comb.00 Max.00 Max.02 0.00 Max.20 0.00 0.60 Leg Max Tension 12 144.23 -0. Compression 9 -9.17 -0.29 0.01 .02 0.03 0.07 0.18 -0.01 0.00 Max. Mx 17 -0. Vy 14 0.01 -0.21 0.37 -1.07 0.02 0.01 Max. Compression 2 -2.00 Horizontal Max Tension 12 0.01 Max.00 0.04 Max.00 Max.11 0.20 -0. Vx 15 -0.00 Max.07 0.00 Max.00 Max.00 Max.14 -0.01 -0.18 0.14 -0.00 Max. Inc. Mx 22 -0.04 Max.01 0.67 -0.00 Max.28 0. Mx 25 -0. Force Major Axis Minor Axis No.64 -0.00 -0. My 23 0.00 Max. Mx 14 0. My 2 6. Compression 6 -0.09 -0.12 -0. Compression 19 -0.00 0.70 -0.00 Bracing Max.01 Max.12 0. Vy 26 0.04 0.03 0. Vy 25 0.06 -1. Vy 25 -0.01 Redund Horz Max Tension 2 2.19 -0.47 -0.10 -0.00 Max. Compression 25 -0.57 0.

13 -0.37 0.62 -0. horn FAX: (262) 252-3134 Section Elevation Component Condition Gov.00 0. Compression 2 -3.01 0.00 Redund Hip Bracing Max Tension 2 0.00 Max. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.01 0. Compression 25 -0.02 0. Compression 2 -1. Inc.01 Redund Horz Max Tension 2 2.96 0. Vy 26 -0.02 0.00 Bracing Max. Job Page ERITower Free-Standing Tower Demo 59 of 80 Project Date C-Concepts.00 0.24 0.00 0. Vx 15 0. Mx 26 -0.00 0.00 Max.01 Diagonal Max Tension 9 9.00 0.61 1.04 Max. Mx 25 -0. inc.01 -0.20 0.40 Leg Max Tension 12 158.02 Max.00 Max.67 0.01 Max.00 Max.05 0. Vx 11 -0.00 Max.32 0.37 0.88 -0.01 Max.15 -0.19 -0.14 -0.52 -0.66 0.00 0.04 Max.19 -0.92 0.00 Max.00 Max.81 0.04 0.00 0.32 0.00 0.00 .00 0.26 -0.00 0. 12612 W. Vy 2 -0. Mx 26 -0.37 0. Vx 15 0.00 Max. Mx 19 0. Vy 2 -0.01 0. Vy 19 0.04 0.42 -0.00 0.00 Max.49 -0. Vy 23 0.04 Max.12 0.81 0.53 -0. My 11 -20.00 Redund Diag Max Tension 2 1.22 0. Compression 19 -0.00 0.52 -1.25 -1.01 Diagonal Max Tension 9 9.02 0. Compression 6 -0.01 0.04 Max. My 2 7.11 -0.00 0.00 Redund Hip Bracing Max Tension 2 0. Mx 25 -0.92 0.31 -0.04 0.20 0.01 Max. My 2 8.00 Horizontal Max Tension 7 0. Compression 9 -10.49 0.00 0.51 -0.00 0.00 0.00 0.64 -0. Compression 25 -0.07 0.05 0.85 -0.80 -0.01 Max.00 Max. Mx 21 -0.06 -0.12 -0. Compression 2 -214. My 23 0.02 0.64 1.25 -1.25 -1. Compression 9 -9.38 0.01 Max.00 Max.00 Max.01 -0.01 Max.01 Redund Horz Max Tension 2 3.32 0.00 Max. Vy 25 -0.00 Bracing Max.00 Bracing Max. Mx 15 0.09 0.00 Redund Diag Max Tension 2 1.00 Bracing Max.02 0. Vy 23 -0.08 -0.00 Max. Mx 23 7.00 Max. Vy 25 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.00 Max. ft Type Load Moment Moment Comb.24 0.00 Max.11 -0.03 Max. Mx 15 0.00 Max.04 0.00 0.00 0.00 Inner Bracing Max Tension 6 0.01 0.01 Max.00 0. Vy 19 0. K kip-ft kip-ft Max.37 0.00 0. Compression 2 -2.01 Max.00 0.04 -0.01 0.03 Max.00 0. Compression 2 -1.02 0.61 -0.00 Max.02 0.01 Max. Force Major Axis Minor Axis No.01 Max.00 Max. Vy 15 0. Compression 6 -0. Vy 15 0.16 -0.15 -0. Vx 11 0.96 0.32 0.00 Max.13 -0.06 -0. Vy 15 0.15 -0. Mx 23 7.01 0.99 -0.00 Horizontal Max Tension 7 0.11 0. My 23 0.22 0. Mx 2 -213.00 0.00 Max.14 -0.12 1.00 Max.38 -0. Mx 15 0.36 0.00 T13 60 .

08 -0.00 Bracing Max.01 -0. Vy 26 -0.59 0.03 Max.00 0.69 -0. Mx 14 -0.14 Diagonal Max Tension 9 9.00 -0. 12612 W. Compression 2 -3.00 0.00 0. Compression 19 -0. Vy 17 -0.76 -0. Mx 15 -251. My 2 8.00 Max. Job Page ERITower Free-Standing Tower Demo 60 of 80 Project Date C-Concepts.20 0.00 Max.00 Max.01 Max.16 -0.09 -0. inc.48 0. Mx 19 9.00 0.01 -0. Compression 2 -258.03 Max.01 Max.00 Max. Mx 15 0. Compression 2 -237.18 -0.40 0. Vy 25 0.08 -0.00 Max. Compression 2 -2.71 0.00 Max.08 -0.03 Max. My 11 -25.69 -0.00 0.91 -0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.83 -0.14 Max.18 -0. Vx 11 -0.00 Max.14 Diagonal Max Tension 9 10.17 -0. Vy 2 -0.01 0.33 -1.02 -0.59 0.00 0.00 Max.00 0.00 T15 20 .02 Max. Compression 6 -0.09 0.01 -0.00 0.44 -0.74 -1.00 Horizontal Max Tension 7 0. Compression 25 -0. My 23 0.02 0.00 Bracing Max.00 0.64 0.02 0. Vy 15 -0.48 -0.00 Max.01 0.42 -1. Mx 17 1.03 -0.02 Redund Horz Max Tension 2 3.02 Max.15 -0.05 0. Vy 26 0.60 -0.00 Max.00 Max.67 0.64 0.11 -0.53 0.59 0. Vy 19 0.00 0.00 -1.13 -0.00 Max. Mx 25 -0.03 Max.19 -0.00 0.20 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.91 -0.02 0.00 Max.56 -0. ft Type Load Moment Moment Comb.17 0.56 0.00 Max.02 Max. Vx 23 0. K kip-ft kip-ft Max.00 Bracing .00 0.56 0. Vy 19 0.00 0.64 0.00 Max.21 0.01 0.20 Leg Max Tension 12 173.00 0.00 0.03 Horizontal Max Tension 12 0.03 Max. Vy 19 0.78 -0.01 -0.65 1.00 0.14 Max.13 0.02 Max.62 -0. Force Major Axis Minor Axis No. Mx 15 -233.00 0.41 0.31 -0. Vy 2 -0.00 Inner Bracing Max Tension 6 0. Compression 6 -0.78 1.33 -1.88 0. Mx 14 0.16 -0.00 Inner Bracing Max Tension 6 0.18 0.00 0.01 Max.27 0.02 0.00 Max.00 0.00 Max.05 0.01 0.0 Leg Max Tension 12 186.13 0.02 0. My 11 -27.00 Max.64 -0.20 -0.05 0. horn FAX: (262) 252-3134 Section Elevation Component Condition Gov.02 0.03 Max.02 Redund Horz Max Tension 2 3. My 23 0.00 Redund Diag Max Tension 2 2.00 0.92 -0.00 0.59 0.16 -0.01 Max. My 2 9. Vx 25 -0.00 Max.06 0. Vy 16 0.00 0.00 Redund Hip Bracing Max Tension 2 0.00 Max.21 0.67 0. Compression 19 -0. Compression 6 -11. Vx 23 -0.00 Max.33 -1.47 0.00 Max.02 Max.37 0.00 0.00 T14 40 . Inc. Compression 9 -10.03 Max. Mx 15 0.01 0.14 0.02 Max.60 -0.33 -1.04 Max.58 0. Mx 15 0. Vx 15 0. Vx 11 0.01 Max. Mx 19 8. Vy 15 0.

16 -6452.60 -23.00 0.00 Max.20 Dead+Wind 60 deg .28 0. Vy 14 -0.31 20.00 31. Compression 2 -3.35 -20.58 Tower Mast Reaction Summary Load Vertical Shearx Shearz Overturning Overturning Torque Combination Moment.28 6. Vy 20 -0. Compression 25 -0.No Ice 87.60 -0. Hz 10 267. Hz 13 -166.87 12.63 Max.85 24. Leg C Max.01 Min.85 -3512.00 Dead+Wind 0 deg .06 39.47 -3449.27 12.00 0.00 0.No Ice 87.00 Max.35 12. Vert 4 -191. Compression 2 -2.No Ice 87.59 -4.00 0.58 Min. Mx Moment.00 Redund Hip Bracing Max Tension 2 0.00 Redund Diag Max Tension 2 2. Hx 11 29.00 Maximum Reactions Location Condition Gov.05 0.20 . Z Load K K K Comb.52 0.80 12.28 0.49 0.00 Max.00 0.06 0.05 0.40 -12. K kip-ft kip-ft Max. Vert 8 -190. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.02 0.01 -16.00 0.91 -22.01 -12. inc.00 Max.40 Min.00 Max.00 Max. Vert 2 268.34 Dead+Wind 210 deg .25 Dead+Wind 90 deg .01 -16. Vert 12 -192.66 0.60 42.93 6855. Vertical Horizontal.02 0.00 -16. Mx 20 -0. Hx 6 267.01 44.62 Min.11 Max.27 12.46 -7460. Vert 10 267.No Ice 87.40 Max. Vert 6 267.00 0.19 Min.No Ice 87. Job Page ERITower Free-Standing Tower Demo 61 of 80 Project Date C-Concepts.59 16. Inc. Hx 4 -191.00 Bracing Max.00 Max.00 Max.00 31.No Ice 87.14 Dead+Wind 30 deg .99 -39.31 3512. Mx 15 3.60 23.06 39.03 0.90 -6089. Mz K K K kip-ft kip-ft kip-ft Dead Only 87.31 20.00 0.63 -16.00 -16.81 27.66 0.07 Min.00 0.60 46.35 12. Compression 19 -0.No Ice 87.82 -0.01 -23.01 0.No Ice 87.24 -7022.83 -11.94 -27.86 6053.00 -0. X Horizontal. Mx 14 0.00 0.60 0.00 1.81 27.71 -0.74 3711.20 Dead+Wind 150 deg .00 Inner Bracing Max Tension 6 0.60 22.07 Min. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.67 -0.00 Leg B Max.00 Max.60 38.94 -27.25 2. Hz 3 -165.85 Dead+Wind 180 deg .01 Max.35 -20.52 0.49 0.67 0.63 Dead+Wind 120 deg .60 -0.11 Min.25 -3498.01 Leg A Max.15 Min.00 0.00 Max.83 -5947.10 0. 12612 W.59 -23. Vy 24 -0.01 -23.00 0.02 0. Hz 6 267.01 -16.00 -13. Force Major Axis Minor Axis No.03 -49.15 0. Hx 5 29. ft Type Load Moment Moment Comb. Mx 24 0.00 Max.67 0. Vy 15 -0.88 0. Hx 12 -192. Hz 8 -190.69 4. horn FAX: (262) 252-3134 Section Elevation Component Condition Gov.00 0.00 Max.81 27.11 12.24 2.94 -27.98 -20.01 0.00 -16.00 0.92 6066. Hz 2 268.18 -22. Hx 10 267.

38 126.96 -3266. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.03 -22.07 -12.000% 16 21.92 -3255.06 87.97 21.07 Dead+Wind 30 deg .15 -6.05 Dead+Wind 180 deg .69 0.75 3291.47 20.05 Dead+Wind 120 deg .71 1791.73 -20.10 -87.000% 14 0.27 11.01 -33.18 -11.42 Dead+Wind 30 deg+Ice 126.54 -20.000% 8 -0.60 -21.89 3.00 0. 12612 W.Service 87.73 -3292.19 87.22 Dead+Wind 60 deg .19 0.Service 87.39 23.Service 87.92 0.74 -42.00 87.00 0.00 126.65 -5582.60 24.02 10.26 Dead+Wind 270 deg .82 0.No Ice 87.60 -23.35 Dead+Wind 300 deg+Ice 126.54 -3463.78 -23.000% 17 36.90 0.93 0.19 -0.Service 87.19 -39.41 -37.60 11.00 -126.01 -46.60 23.75 126.86 0.92 0.01 -30.19 -41.58 11.36 -3113.01 126.33 -126.01 0.47 -1766.10 87.07 Dead+Wind 210 deg+Ice 126.19 0.25 Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ % Error Comb.No Ice 87.60 -11.85 -87.85 Dead+Wind 300 deg .79 -20. Mz K K K kip-ft kip-ft kip-ft Dead+Wind 240 deg .19 39.01 23.76 0.10 87.85 -11.35 126.94 -6565.93 Dead+Wind 60 deg+Ice 126.51 -6.33 126.19 -0.60 11.86 12.85 87.000% 23 -39.79 21.000% 21 -0.60 -39.60 -0.23 Dead+Wind 300 deg .33 Dead+Wind 90 deg .60 24.33 -37.60 0.18 Dead+Wind 90 deg+Ice 126.00 -14.19 21.60 44.00 Dead+Wind 0 deg+Ice 126.19 36.Service 87.75 0.00 22.60 39.02 0.70 0.72 3415.00 0.10 -39.66 Dead+Wind 120 deg+Ice 126.99 22.000% 3 22. Job Page ERITower Free-Standing Tower Demo 62 of 80 Project Date C-Concepts.71 Dead+Wind 270 deg+Ice 126.38 -126.01 -126.19 -87.15 0.93 Dead+Wind 240 deg+Ice 126.52 0.19 -45.63 3520.60 22.60 -0.19 -21.27 -0.000% 13 -23.01 0.No Ice 87.86 23.14 Dead+Wind 150 deg+Ice 126.42 0.19 21.19 22.62 3287.42 0.96 -3583.10 6.19 42.000% 22 -21.60 0.60 -23.60 -22.93 0.91 Dead+Wind 330 deg .60 -39.000% 10 -42.41 -3123.60 -24.69 39.99 23.54 0.00 0.97 0.01 0.03 87.35 126.36 Dead+Wind 0 deg .01 -87.26 0.21 126.Service 87.05 Dead+Wind 180 deg+Ice 126.38 126.47 0.46 0.64 6.60 22.00 0.01 87.01 0.85 24.19 0.02 5651.78 -11.24 Dead+Ice 126.37 3088.84 -22.31 -20.62 1886.03 -126.38 6575.91 87.01 46.No Ice 87.00 -87.38 36.86 12.000% .60 49.03 -45.47 -38.09 -2.Service 87.19 -22.00 -12.60 1882.43 -3285.02 -25.10 -87.000% 4 38.19 22.60 39.79 3048.35 0.19 -37.60 19.77 20.03 -87.74 0.000% 9 -23.33 Dead+Wind 150 deg .35 22.000% 7 23.Service 87.19 -20.19 -0.70 3703.000% 18 42.82 126.35 -126.08 -5727.69 -3273.00 0.86 12.17 Dead+Wind 210 deg .92 3490.60 -39.60 11.06 87.00 -21.19 37.00 -32.60 -49.60 -39.99 0.01 41.22 Dead+Wind 240 deg .60 -0. horn FAX: (262) 252-3134 Load Vertical Shearx Shearz Overturning Overturning Torque Combination Moment.Service 87.61 -1792.38 37.19 -42.46 5974.21 -126.03 126. Mx Moment.47 -1785.Service 87.19 20.82 -0.000% 19 39.60 -39.99 -6109.21 -20.60 -44.000% 15 -0.19 -37.72 0.55 3591.62 19.92 -11.000% 11 -46.82 -126.60 39. K K K K K K 1 0.60 -42.99 87.35 22.60 -46.000% 12 -39.35 -126.19 -0.87 1796.000% 5 46.75 -126. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.23 -3812.19 -22.01 -42.36 6451.60 39.000% 6 42.01 42.60 21.36 7039.55 -5973.50 -1773.85 87.90 -22.60 0.00 -5711.44 12.60 -19.19 41.Service 87.60 -22.85 3280.60 -0.38 -126.03 -87.06 Dead+Wind 270 deg .56 -0.19 0.19 36.19 -0.76 20.19 -36.46 0.21 -12.30 5599.72 -39.99 -87.69 3409.60 -11.34 3081.91 -87.42 -6924.000% 2 -0.19 -21.97 5640.73 0.85 -87.03 87.98 3. inc.01 -15.45 5969.92 -36.83 -3034.54 39.60 -24.16 Dead+Wind 330 deg .19 45. Inc.06 -87.94 -10.000% 20 21.19 -36.19 0.82 0.92 -23.82 6412.19 37.11 Dead+Wind 330 deg+Ice 126.70 42.52 0.02 -21.06 -87.60 0.000% 24 -42.Service 87.

1612 0.1718 0.60 20.0207 737373 300' (3) ALP 8010 27 7.608 27 0.79 -87. in deg deg ft 307'6'' Lightning Rod 2''x15' 27 7.0061 T10 120 .0424 0.60 -20.62 0.0276 0.0207 737373 244' (4) 68000/68010 w/Pipe Mount 27 4.0868 0.60 0.96 36.000% 35 -21.41 126. Deflection Load ft in Comb.260 6.708 27 0.0115 91924 Sector Mount 218' Andrew 4' w/Radome 27 3. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.200 4.41 11.120 1.0040 T12 80 .34 11.92 87.937 0.60 -0.359 27 0.00 0.60 -11.60 -11. inc.203 27 0.1790 0.484 0.1494 0.0098 T7 180 .761 0.100 1.79 87. 12612 W.85 87.41 -126.0166 T4 240 .31 126.85 -87.565 27 0.280 7.36 -11.000% 27 -0.1933 0.000% 34 -11.0567 0.220 4.0072 T9 140 .0107 86220 Sector Mount .0110 90205 Sector Mount 211'7-5/16'' PiROD 15' Universal T-Frame 27 3.374 27 0.60 12.0119 89909 Sector Mount 221'9-19/32'' PiROD 15' Universal T-Frame 27 4.52 87.1768 0.00 -87.000% 30 23.76 -87.240 5.92 0.19 37.936 0. K K K K K K 25 -36.1968 0.1683 0. Tilt Twist No.000% Maximum Tower Deflections .60 0.23 0.180 3.116 0.77 87.0031 T13 60 .203 0.20 0.000% 33 -0.86 87.86 -87.052 27 0.981 0.1621 0.36 0.34 0.31 -126.60 11.1635 0.0139 0.0 0.86 87.0050 T11 100 .80 0.60 -20.0133 T5 220 .60 22.47 -19.60 -0.1968 0.1027 0.41 0.60 -25.0007 Critical Deflections and Radius of Curvature .160 2.000% 36 -23.0111 91095 216'8-17/32'' PiROD 15' Universal T-Frame 27 3.140 2.000% 38 -11.19 20.60 25.279 27 0.784 27 0.0207 T2 280 .0085 T8 160 .000% 31 21.Service Wind Elevation Appurtenance Gov.60 20.96 0.756 27 0. horn FAX: (262) 252-3134 Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ % Error Comb.73 87. deg deg T1 300 .058 31 0.40 0.76 87.1331 0.913 27 0.298 0.60 -12.37 -11.000% 32 11.0021 T14 40 .02 -87.56 87.1968 0.60 21.50 0.92 -87.19 -20.374 27 0.0124 87720 226'10-13/16'' PiROD 15' Universal T-Frame 27 4.1647 0.0113 T6 200 .08 0.60 12.52 -87.56 -87.86 -87.60 20.000% 26 -21.60 20.0721 0.60 0.60 -20.0193 T3 260 . WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.19 -37.60 -22.60 0. Inc.02 87.77 -87.185 27 0.0139 97126 232' FR70-12-L2 27 4.62 -21.73 -87.92 0.0014 T15 20 .60 -20. Gov.60 11.60 -12.000% 37 -19.00 -23.1577 0.08 21.200 27 0.1862 0.37 0.00 87.50 19. Job Page ERITower Free-Standing Tower Demo 63 of 80 Project Date C-Concepts.000% 28 11.1175 0.Service Wind Section Elevation Horz.23 0.000% 29 19.00 23. Deflection Tilt Twist Radius of Load Curvature ft Comb.203 0.47 0.00 0.

0035 90837 Sector Mount 84'2-1/32'' PiROD 15' Universal T-Frame 27 0.0085 77621 Sector Mount 175'11-5/32'' PiROD 15' Universal T-Frame 27 2. Inc. Deflection Tilt Twist Radius of Load Curvature ft Comb.1257 0.526 0. horn FAX: (262) 252-3134 Elevation Appurtenance Gov.1029 0.0598 0.420 0.1505 0.0792 0.714 0.379 0.0050 76479 Sector Mount 114'9-1/8'' PiROD 15' Universal T-Frame 27 1.1142 0.1339 0.743 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.0033 104082 Sector Mount 79'27/32'' PiROD 15' Universal T-Frame 27 0.0103 82537 Sector Mount 201'4-29/32'' PiROD 15' Universal T-Frame 27 3.0055 77103 Sector Mount 124'11-13/32'' PiROD 15' Universal T-Frame 27 1.598 0.0451 0.0638 0.0717 0. 12612 W.0523 0.217 0.0058 77311 Sector Mount 130'19/32'' PiROD 15' Universal T-Frame 27 1.353 0.0048 75293 Sector Mount 109'7-29/32'' PiROD 15' Universal T-Frame 27 1.1298 0.595 0.400 0.0079 75911 Sector Mount 165'8-3/4'' PiROD 15' Universal T-Frame 27 2.1218 0.255 0.0025 66193 Sector Mount 63'9-3/8'' PiROD 15' Universal T-Frame 27 0.0829 0.0028 82929 Sector Mount 68'10-9/16'' PiROD 15' Universal T-Frame 27 0.461 0.0377 0.0063 76525 Sector Mount 140'2-7/8'' PiROD 15' Universal T-Frame 27 1.1105 0.0089 77844 Sector Mount 181'1/4'' PiROD 15' Universal T-Frame 27 2.957 0.0043 72708 Sector Mount 99'5-17/32'' PiROD 15' Universal T-Frame 27 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.0072 74251 Sector Mount 155'6-15/32'' PiROD 15' Universal T-Frame 27 2.0061 77302 Sector Mount 135'1-13/16'' PiROD 15' Universal T-Frame 27 1.0082 76872 Sector Mount 170'9-31/32'' PiROD 15' Universal T-Frame 27 2.0066 75608 Sector Mount 145'4-3/32'' PiROD 15' Universal T-Frame 27 1.0053 76896 Sector Mount 119'10-3/16'' PiROD 15' Universal T-Frame 27 1.345 0.1067 0.0099 79342 Sector Mount 196'3-27/32'' PiROD 15' Universal T-Frame 27 3.1180 0. Job Page ERITower Free-Standing Tower Demo 64 of 80 Project Date C-Concepts.668 0.0075 74973 Sector Mount 160'7-9/16'' PiROD 15' Universal T-Frame 27 2.0019 65432 .1466 0.177 0.0907 0.0092 77998 Sector Mount 186'1-7/16'' PiROD 15' Universal T-Frame 27 2.904 0.0038 80561 Sector Mount 89'3-1/4'' PiROD 15' Universal T-Frame 27 0.833 0.1424 0.081 0.487 0.638 0.0948 0.095 0.0040 73386 Sector Mount 94'4-7/16'' PiROD 15' Universal T-Frame 27 0.0020 52918 Sector Mount 53'7-3/32'' PiROD 15' Universal T-Frame 27 0.0989 0.1382 0.990 0.821 0.0030 106345 Sector Mount 73'11-3/4'' PiROD 15' Universal T-Frame 27 0.938 0.0678 0.0560 0.0095 78162 Sector Mount 191'2-5/8'' PiROD 15' Universal T-Frame 27 3.1542 0.085 0.0045 73977 Sector Mount 104'6-23/32'' PiROD 15' Universal T-Frame 27 0. inc.493 0.0069 74713 Sector Mount 150'5-9/32'' PiROD 15' Universal T-Frame 27 1.0023 55130 Sector Mount 58'8-5/32'' PiROD 15' Universal T-Frame 27 0.0755 0.296 0.0414 0.0867 0. in deg deg ft 206'6-1/8'' PiROD 15' Universal T-Frame 27 3.588 0.276 0.0487 0.786 0.

3153 0.0099 T11 100 .0196 T7 180 .0264 0.0194 0.658 0.927 2 0.305 2 0.0142 T9 140 .3085 0.0228 0.410 0.702 2 0.0027 T15 20 .3291 0.3847 0.120 3.362 2 0.3847 0.40 0. 12612 W.191 2 0.Design Wind Elevation Appurtenance Gov.3780 0.0014 Critical Deflections and Radius of Curvature .091 0. Deflection Tilt Twist Radius of Load Curvature ft Comb. horn FAX: (262) 252-3134 Elevation Appurtenance Gov.220 9.0010 71062 Sector Mount 23' PiROD 15' Universal T-Frame 31 0.113 6 0.101 0.60 1.1698 0.2923 0.602 2 0.0250 44912 226'10-13/16'' PiROD 15' Universal T-Frame 2 8.2603 0.0339 0.80 1. Inc.0393 T3 260 .Design Wind Section Elevation Horz.3222 0.2298 0.0015 139504 Sector Mount 38'3-15/32'' PiROD 15' Universal T-Frame 27 0.0012 100663 Sector Mount 28'1-3/16'' PiROD 15' Universal T-Frame 27 0.0282 49740 232' FR70-12-L2 2 8. Gov.0017 89260 Sector Mount 43'4-11/16'' PiROD 15' Universal T-Frame 27 0.0231 47071 Sector Mount 218' Andrew 4' w/Radome 2 7.052 0.0225 46642 216'8-17/32'' PiROD 15' Universal T-Frame 2 7.469 2 0.786 2 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.0008 55212 Sector Mount Maximum Tower Deflections .888 2 0.021 0.3642 0. deg deg T1 300 .0338 T4 240 .240 10.160 5.280 14.211 0.135 0.3457 0.3847 0.0214 44126 Sector Mount 206'6-1/8'' PiROD 15' Universal T-Frame 2 7.3197 0.3016 0.0060 T13 60 .0 0.0540 0.0041 T14 40 .251 0.091 2 0.100 2. Deflection Tilt Twist Radius of Load Curvature ft Comb.091 0.140 4.2008 0.072 0.343 2 0.702 0.0168 T8 160 .0829 0.393 2 0. Tilt Twist No.0013 161820 Sector Mount 33'2-13/32'' PiROD 15' Universal T-Frame 27 0.260 12.1410 0.0223 46182 Sector Mount 211'7-5/16'' PiROD 15' Universal T-Frame 2 7.172 0. inc.3500 0.503 2 0.0423 380318 244' (4) 68000/68010 w/Pipe Mount 2 9.0423 380318 300' (3) ALP 8010 2 14.0206 42227 . Mill Road Example 18:26:48 01/28/03 Menomonee Falls.1109 0. Deflection Load ft in Comb.790 0.0228 T6 200 . Job Page ERITower Free-Standing Tower Demo 65 of 80 Project Date C-Concepts.359 2 0.358 0.0301 0.0079 T12 80 .0270 T5 220 . in deg deg ft Sector Mount 48'5-7/8'' PiROD 15' Universal T-Frame 27 0.0159 0. in deg deg ft 307'6'' Lightning Rod 2''x15' 2 14.180 6.0423 T2 280 .774 0.0240 46037 Sector Mount 221'9-19/32'' PiROD 15' Universal T-Frame 2 8.0271 0.20 0.3170 0.0120 T10 120 .3359 0.200 7.

1171 0.2786 0.454 0.1023 0.2538 0.2943 0.2459 0.2161 0.0882 0.0143 37965 Sector Mount 155'6-15/32'' PiROD 15' Universal T-Frame 2 4.2382 0.783 0.676 0.303 0.1095 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts. 12612 W.608 0.0054 42400 Sector Mount 68'10-9/16'' PiROD 15' Universal T-Frame 2 0.0953 0.2012 0. in deg deg ft Sector Mount 201'4-29/32'' PiROD 15' Universal T-Frame 2 6.2307 0.030 0.1476 0.0170 39712 Sector Mount 175'11-5/32'' PiROD 15' Universal T-Frame 2 5.0176 39823 Sector Mount 181'1/4'' PiROD 15' Universal T-Frame 2 5.0163 39325 Sector Mount 170'9-31/32'' PiROD 15' Universal T-Frame 2 4.0069 46456 Sector Mount 84'2-1/32'' PiROD 15' Universal T-Frame 2 1. Deflection Tilt Twist Radius of Load Curvature ft Comb.2703 0.0040 27040 Sector Mount 53'7-3/32'' PiROD 15' Universal T-Frame 2 0.128 0.0079 37523 Sector Mount 94'4-7/16'' PiROD 15' Universal T-Frame 2 1.604 0.497 0.2866 0.338 0.0099 39110 Sector Mount 114'9-1/8'' PiROD 15' Universal T-Frame 2 2.0045 28172 Sector Mount 58'8-5/32'' PiROD 15' Universal T-Frame 2 0.1774 0.1696 0.0125 39132 Sector Mount 140'2-7/8'' PiROD 15' Universal T-Frame 2 3.939 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.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 1.166 0.0036 33438 Sector Mount .588 0.699 0.0149 38340 Sector Mount 160'7-9/16'' PiROD 15' Universal T-Frame 2 4.830 0.692 0.0104 39324 Sector Mount 119'10-3/16'' PiROD 15' Universal T-Frame 2 2.0094 38502 Sector Mount 109'7-29/32'' PiROD 15' Universal T-Frame 2 2.0115 39536 Sector Mount 130'19/32'' PiROD 15' Universal T-Frame 2 2.750 0.879 0.0059 54396 Sector Mount 73'11-3/4'' PiROD 15' Universal T-Frame 2 1.452 0.1933 0.1549 0.117 0.1248 0.579 0. Inc.0183 39897 Sector Mount 186'1-7/16'' PiROD 15' Universal T-Frame 2 5. inc.1854 0.2620 0.080 0.0156 38826 Sector Mount 165'8-3/4'' PiROD 15' Universal T-Frame 2 4.902 0.769 0.0089 37827 Sector Mount 104'6-23/32'' PiROD 15' Universal T-Frame 2 1.0074 41195 Sector Mount 89'3-1/4'' PiROD 15' Universal T-Frame 2 1.1621 0.0190 39977 Sector Mount 191'2-5/8'' PiROD 15' Universal T-Frame 2 6.1402 0. Job Page ERITower Free-Standing Tower Demo 66 of 80 Project Date C-Concepts.910 0.161 0.1326 0.0120 39531 Sector Mount 135'1-13/16'' PiROD 15' Universal T-Frame 2 3.0109 39430 Sector Mount 124'11-13/32'' PiROD 15' Universal T-Frame 2 2.0049 33833 Sector Mount 63'9-3/8'' PiROD 15' Universal T-Frame 2 0. horn FAX: (262) 252-3134 Elevation Appurtenance Gov.056 0.354 0.2087 0.0737 0.2234 0.0198 40581 Sector Mount 196'3-27/32'' PiROD 15' Universal T-Frame 2 6.0131 38661 Sector Mount 145'4-3/32'' PiROD 15' Universal T-Frame 2 3.0811 0.370 0.0137 38201 Sector Mount 150'5-9/32'' PiROD 15' Universal T-Frame 2 3.307 0.

6 23.808 15.8 13.65 167.4 23.0029 71339 Sector Mount 38'3-15/32'' PiROD 15' Universal T-Frame 2 0.2958 -61. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.0 20.0686 -44.200 3 1/4 20'3/8'' 5'1/8'' 74.03 0.03 0.56 167.191 8.1 22.0026 82780 Sector Mount 33'2-13/32'' PiROD 15' Universal T-Frame 2 0.26 330.82 65.47 0.6 23.532 K=1.484 K=1.224 1/32'' K=1.9761 -6.992 5.47 0.00 T11 100 .180 9.0 4 1/2 20'3/8'' 5'1/8'' 53.88 330.26 0.0033 45625 Sector Mount 43'4-11/16'' PiROD 15' Universal T-Frame 2 0.7 21.80 4 20'3/8'' 5'1/8'' 60.5664 -171.330 K=1.700 12. in deg deg ft 48'5-7/8'' PiROD 15' Universal T-Frame 2 0. P Pa P 2 ft ft ft ksi in K K Pa T1 300 .141 0.73 243.120 3 3/4 20'3/8'' 5'1/8'' 64.00 T10 120 . 142. Deflection Tilt Twist Radius of Load Curvature ft Comb.9043 -256.295 14.1863 -192.00 Leg Bending Design Data (Compression): .00 T4 240 .00 T9 140 . inc.1 22.55 378.0379 0.6211 -98.199 0.1 18.20 4 1/2 20'3/8'' 5'1/8'' 53.140 3 3/4 20'3/8'' 5'1/8'' 64.27 92.412 0. 12612 W.0019 36332 Sector Mount 23' PiROD 15' Universal T-Frame 6 0.645 K=1.0447 -117.372 3.280 2 1/4 20'1/8'' 6'8.240 3 20'3/8'' 6'8.317 5/32'' K=1.0447 -131.986 7.60 4 1/4 20'3/8'' 5'1/8'' 56.0588 0.295 14.00 T8 160 .260 2 3/4 20'3/8'' 6'8.40 4 1/4 20'3/8'' 5'1/8'' 56. Job Page ERITower Free-Standing Tower Demo 67 of 80 Project Date C-Concepts.9043 -237.00 T12 80 . horn FAX: (262) 252-3134 Elevation Appurtenance Gov.4 23.481 K=1.0516 0.78 0.57 29.2958 -79.29 0.368 K=1.00 T7 180 .31 0.081 7.00 T13 60 .258 5/32'' K=1.5664 -151.0447 0.00 T14 40 .9396 -16.678 K=1.475 K=1.191 8.66 0.1 22.337 0.0023 51476 Sector Mount 28'1-3/16'' PiROD 15' Universal T-Frame 2 0.0686 -29.28 285.20 0.1863 -213. 106.01 378.47 0.626 K=1.00 T15 20 .100 4 20'3/8'' 5'1/8'' 60.700 12.542 K=1.6 10.00 T2 280 .00 T6 200 .0016 28225 Sector Mount Compression Checks Leg Design Data (Compression): Section Elevation Size L Lu Kl/r Fa A Actual Allow. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.584 K=1.3 7. Inc.66 0.26 0.1 22.63 285.34 134.00 T5 220 .220 3 20'3/8'' 5'1/8'' 80.0662 0.808 15.0 20.004 11.71 243.265 0.180 3 1/4 20'3/8'' 5'1/8'' 74.00 T3 260 .600 K=1.50 0.492 0.160 3 1/2 20'3/8'' 5'1/8'' 68.50 0.004 11. Ratio No.0311 0. 116.05 203.

240 3 0.00 0.438 37.500 0.160 3 1/2 0.030 0.0 4 1/2 0.200 3 1/4 0.000 37.042 0.00 0.86 -2.000 1.000 1.523 H1-3 T9 140 .140 3 3/4 0.500 0.000 37.19 -0.37 -2.195 37. inc.000 37.475 0.000 37.500 0.642 H1-3 T13 60 .500 0.059 0.000 37.028 0.260 L3x3x3/16 11'8. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.000 T7 180 .500 0.333 0.20 4 1/2 1.685 H1-3 T15 20 .000 T3 260 . 117.025 0.038 0.000 1.000 1.288 H1-3 T3 260 .353 H1-3 T5 220 .258 0.053 0.542 0.120 3 3/4 0.703 H1-3 T14 40 .030 0.000 37.97 11.065 0.123 37.35 -0. P Pa P ft ft ft ksi in2 K K Pa T1 300 .00 0.178 37.40 9.154 K=1.500 0.0 4 1/2 1.315 37.503 H1-3 T7 180 .023 0.500 0.059 0.064 37.507 H1-3 T8 160 .857 37.003 37. Ratio No.09 0.9020 -1.60 4 1/4 1.000 37. horn FAX: (262) 252-3134 Section Elevation Size Actual Actual Allow.64 -2.240 3 0.333 0.80 4 1.80 4 0.059 0.000 1.333 0.500 0.000 T5 220 .000 1.40 4 1/4 1.15 -2.500 0. Ratio No.500 0.500 0.00 0.059 0.368 0.000 T14 40 .500 0.200 37.220 3 0.49 0.00 0.20 4 1/2 0.600 0.260 2 3/4 0.595 H1-3 T10 120 .000 1.026 0.500 0.333 0.059 0.500 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.500 0.000 T4 240 .500 0.19 -1.00 0.662 H1-3 T12 80 .21 -2.500 0.333 0.00 0.0900 -1.500 0. Inc.201 37.000 1.333 0.000 37. Mx fbx Fbx fbx My fby Fby fby ft kip-ft ksi ksi Fbx kip-ft ksi ksi Fby T1 300 .038 0.000 T8 160 .000 37.140 3 3/4 0.500 0.500 0.00 0.053 0.280 L2 1/2x2 1/2x3/16 10'3'' 5'1/8'' 121.180 3 1/4 0. Criteria No.60 4 1/4 0. 12612 W.062 0.333 0.64 -2.059 0.317 0.000 T6 200 .059 0.500 0.000 T15 20 .280 2 1/4 0.585 37.00 0.00 0.026 0.481 0.393 H1-3 T6 200 .330 0.500 0.000 T10 120 .000 37.000 1.645 0.160 3 1/2 0.500 0.000 37.266 H1-3 T2 280 .500 0.062 0.200 3 1/4 0.000 1.38 -2.62 -1. Job Page ERITower Free-Standing Tower Demo 68 of 80 Project Date C-Concepts.333 0.000 T13 60 . Allow.000 T2 280 .042 0.333 0.171 7/8'' 19/32'' K=1.059 0.000 1.00 0.40 4 1/4 0.937 37.023 0. 5'9.000 37.000 1.220 3 0.333 0.180 3 1/4 0.058 0.500 0.280 2 1/4 0. Ratio Actual Actual Allow.000 37. P fbx fby Stress Stress ft Pa Fbx Fby Ratio Ratio T1 300 .500 0.120 3 3/4 0.15 -1.736 H1-3 Diagonal Design Data (Compression): Section Elevation Size L Lu Kl/r Fa A Actual Allow.01 .00 0.590 H1-3 T11 100 .058 0.000 Leg Interaction Design Data (Compression): Section Elevation Size Ratio Ratio Ratio Comb.00 0.333 0.500 0.000 37.000 1.000 1.000 1.000 T9 140 .025 0.4 10.065 0.000 T11 100 .000 T12 80 .6 10.204 37.000 37.484 0.260 2 3/4 0.500 0.00 T2 280 .100 4 0.985 37.028 0.00 0.626 0.333 0.539 1.00 0.224 0.382 H1-3 T4 240 .54 -2.077 0.500 0.500 0.438 37.333 0.333 0.333 0.532 0.100 4 1.26 -0.678 0.584 0.30 -1.

46 12.0900 -0.3 4.152 2.43 24.99 0.313 9/32'' 9/16'' K=1.96 14.045 17/32'' K=1.58 0.00 T5 220 .100 2L3x3x3/16x3/8 16'4.2 5.48 0.071 .00 T4 240 . 138.00 T7 180 .6 4.351 13/16'' 7/8'' K=1. 10'31/32 127. horn FAX: (262) 252-3134 Section Elevation Size L Lu Kl/r Fa A Actual Allow. Ratio No.1800 -6. 10'7.62 9.00 T14 40 .437 5/32'' 3/32'' K=0.90 0.00 T10 120 .5 8. 9'8.1800 -9.0900 -0.71 28.062 9/32'' K=1.36 0.82 0.27 4.428 3/32'' '' K=0.4 7.6900 -0.220 2L2 1/2x2 1/2x3/16x3/8 8'7.217 0.140 2L3x3x3/16x3/8 12'31/32 11'5.1800 -0.82 0.942 1. Inc.86 9.779 2.2 9.120 2L3x3x3/16x3/8 15'7.566 1.249 2.1 3.65 8.22 5. 188.383 1.80 2L3x3x3/16x3/8 27' 13'2.00 T12 80 . 180.40 2L3x3x3/16x3/8 31' 15'2.1800 -9. 9'7.06 T12 80 .98 Horizontal Design Data (Compression): Section Elevation Size L Lu Kl/r Fa A Actual Allow. 181.0 11.50 0.219 1.25 5.8800 -10. Ratio No. 8'2.7 9.9 4. 180.100 2L2 1/2x2 1/2x3/16x3/8 25' 12'2. 8'4.8800 -11.8000 -0.200 2L2 1/2x2 1/2x3/16x3/8 9'5.92 T7 180 .72 24.61 8.9020 -0. inc.60 2L3x3x3/16x3/8 29' 14'2.00 T13 60 . 172. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.00 T5 220 .033 0.355 2.322 9/32'' K=1.240 L3x3x3/16 13'5.11 0.03 T13 60 .16 0. 146.89 0.579 1.220 L2 1/2x2 1/2x3/16 13'6'' 6'5-7/8'' 157.36 0.31 4.376 1.088 13/32'' K=1. 113. 9' 138.8000 -0.997 1.49 29. 9'2-5/8'' 119.35 7.1800 -0.00 T6 200 .6 11.8 4. 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.72 0. 133. 126.414 19/32'' K=1.08 16.0900 -2. 7'11.1800 -0. 194. 108.5 8.13 0.351 '' 7/8'' K=0.6 11. 123.8000 -4.387 2.66 7.67 11.44 0.8000 -5.2 10.71 0.7 5.00 T6 200 .380 3/4'' 13/16'' K=0.352 7/16'' K=1.019 2. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.99 T15 20 .716 2.12 T10 120 .00 T11 100 .741 1. P Pa P ft ft ft ksi in2 K K Pa T3 260 .00 T9 140 .059 13/32'' K=1. 111.3 6.200 L2 1/2x2 1/2x3/16 14'6'' 6'11.180 L3x3x3/16 17'6'' 8'5-3/4'' 170.1 4.8000 -4.160 L3x3x3/16 18'6'' 8'11.8000 -4.1800 -8.93 T9 140 .1800 -8.329 7/16'' 3/16'' K=1.60 2L3x3x3/16x3/8 18'3/8'' 8'9.90 T8 160 .8800 -10.09 T11 100 .120 2L2 1/2x2 1/2x3/16x3/8 23' 11'2.0 2L3x3x1/4x3/8 20'7.20 2L3x3x1/4x3/8 19'8.391 17/32'' 11/16'' K=1.04 0.9020 -0.5 10. 136.44 0.802 1.00 T8 160 .040 K=1.058 2.140 L3 1/2x3 1/2x1/4 21'6'' 10'5.51 0.80 2L3x3x3/16x3/8 17'2.072 17/32'' K=1.055 5/8'' K=1.7 5.044 K=1.48 13.14 17.067 3/4'' K=1. 6'7.99 0.38 25.353 19/32'' 17/32'' K=0.59 0. 169. 12612 W. 7'7.7 6.64 0. 116.9 7.93 0.702 2.5 9.241 3/16'' 5/32'' K=1.124 1.160 2L2 1/2x2 1/2x3/16x3/8 11'2.180 2L2 1/2x2 1/2x3/16x3/8 10'3.27 26.40 2L3x3x1/4x3/8 18'10.67 23.543 2.964 2. 168.

90 T12 80 .044 5/32'' K=1.176 3.98 5.91 0.548 0.100 L2 1/2x2 1/2x3/16 8'2.747 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.22 5.2 5. 189.423 19/32'' K=0.87 T14 40 .60 L2 1/2x2 1/2x3/16 9'1/4'' 8'9.867 1.0 2L3 1/2x3 1/2x1/4x3/8 35' 17'2.11 0.88 T13 60 . 165.305 13/32'' 3/4'' K=0. 144. Ratio No. Job Page ERITower Free-Standing Tower Demo 70 of 80 Project Date C-Concepts. 115.00 Redundant Horizontal Design Data (Compression): Section Elevation Size L Lu Kl/r Fa A Actual Allow.56 4.83 .94 T10 120 .3800 -0.393 0.120 2L1 1/2x1 1/2x1/8 5'9'' 5'7.1 5. 178.0745 -1. P Pa P ft ft ft ksi in2 K K Pa 9/32'' K=1.9020 -1.1 4. Ratio No.493 0. inc.00 T15 20 .9020 -3. 171.40 L2 1/2x2 1/2x3/16 7'9'' 7'6.401 31/32'' K=0.280 L2 1/2x2 1/2x3/16 6'8. 177. 159.4 4.4 7.00 T14 40 . Ratio No. 173.9020 -3.899 0.91 0.20 L2 1/2x2 1/2x3/16 8'3'' 8'23/32'' 166. 7'7.120 ROHN 2 STD 7'9.81 4.19 0.708 3. Inc. P Pa P 2 ft ft ft ksi in K K Pa T9 140 .9020 -2.68 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.035 5/32'' K=1. Ratio No.93 0.940 0.040 9/32'' K=1.00 Top Girt Design Data (Compression): Section Elevation Size L Lu Kl/r Fa A Actual Allow.870 23/32'' K=0.86 0.59 6.84 T12 80 .28 0.0 6.9 4.336 3/32'' K=0.360 3/16'' 11/16'' K=0.56 15.9020 -2.115 23/32'' 3/16'' K=1.92 5.732 K=0. horn FAX: (262) 252-3134 Section Elevation Size L Lu Kl/r Fa A Actual Allow.80 L2 1/2x2 1/2x3/16 6'9'' 6'6. 134.20 2L3 1/2x3 1/2x1/4x3/8 33' 16'2.59 0.319 K=0. 8'4.9020 -2.80 L2 1/2x2 1/2x3/16 8'7.9020 -1.498 K=0.100 L2 1/2x2 1/2x3/16 6'3'' 6'31/32'' 136.84 Redundant Diagonal Design Data (Compression): Section Elevation Size L Lu Kl/r Fa A Actual Allow.469 0.9020 -3.65 4.89 0.0 L2 1/2x2 1/2x3/16 8'9'' 8'6.606 27/32'' K=0.32 0.087 0.24 5.1 4.4 5.201 0.60 L2 1/2x2 1/2x3/16 7'3'' 7'27/32'' 151.88 4.86 0.00 T10 120 .968 0.167 0.3 5.9 8. P Pa P 2 ft ft ft ksi in K K Pa T9 140 .62 14.29 7.85 T11 100 . 6'2-3/4'' 151.7188 -1. P Pa P 2 ft ft ft ksi in K K Pa T1 300 .93 T11 100 .9020 -0.46 0.9020 -1.46 0. 12612 W.9 10.34 11. 7'11.9 7.85 T15 20 .7 6.3800 -0.50 4.

001 K=0.89 0.28 3.160 L3x3x3/16 9'9'' 9'9'' 166.570 5/16'' 11/16'' K=0.9400 -0.15 0.85 T10 120 .02 8.40 L2 1/2x2 1/2x3/16 7'9'' 7'9'' 161.200 L2 1/2x2 1/2x3/16 7'9'' 7'9'' 161.216 0.02 9.796 1.5 3.0900 -0.3 6.01 5.5 6.708 0.99 0. 9'7.8 5.01 4.20 L2 1/2x2 1/2x3/16 8'3'' 8'3'' 169.9020 -2.02 6.20 L2 1/2x2 1/2x3/16 9'10.673 1.81 0.9020 -0.100 L2 1/2x2 1/2x3/16 6'3'' 6'3'' 139.86 T14 40 .003 K=0.73 0.01 5.80 Redundant Hip Design Data (Compression): Section Elevation Size L Lu Kl/r Fa A Actual Allow.15 0.2 5.687 0.9020 -0.32 0.00 T10 120 . Ratio No.9020 -0.9 4.139 0.7 4.2 5.002 K=0.88 T13 60 .01 6.003 K=0.25 0.0900 -0.425 0.1800 -0.19 0.180 L3x3x3/16 8'9'' 8'9'' 154.926 0. 10'31/32 196.82 T14 40 .002 K=0.80 L4x4x1/4 13'6'' 13'6'' 171.120 L3 1/2x3 1/2x1/4 11'6'' 11'6'' 168.7 5.9020 -2.491 9/32'' K=0.90 T12 80 .785 0.5 5.002 K=0.003 K=0.4 7. Inc.002 K=0.88 T7 180 .9020 -0.252 1.02 11.002 K=0.01 4.70 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.9020 -0.119 1.821 2. Ratio No.66 0. 189.01 6. Job Page ERITower Free-Standing Tower Demo 71 of 80 Project Date C-Concepts.02 6.84 0.85 T8 160 .5 5.001 K=0.40 L2 1/2x2 1/2x3/16 9'5.9020 -1.81 T15 20 .140 L3 1/2x3 1/2x1/4 10'9'' 10'9'' 160.002 K=0.83 Inner Bracing Design Data (Compression): Section Elevation Size L Lu Kl/r Fa A Actual Allow. horn FAX: (262) 252-3134 Section Elevation Size L Lu Kl/r Fa A Actual Allow.02 12.6900 -0.9400 -0.02 5.0 L2 1/2x2 1/2x3/16 8'9'' 8'9'' 176.79 0.69 0.01 5.001 K=0.80 L2 1/2x2 1/2x3/16 6'9'' 6'9'' 146. P Pa P ft ft ft ksi in2 K K Pa T4 240 .6900 -0.01 9. P Pa P ft ft ft ksi in2 K K Pa T9 140 .60 2L3x3x3/16x3/8 14'6'' 14'6'' 160.01 6.60 L2 1/2x2 1/2x3/16 7'3'' 7'3'' 154.100 L4x4x1/4 12'6'' 12'6'' 162. P Pa P ft ft ft ksi in2 K K Pa T13 60 .220 L2 1/2x2 1/2x3/16 6'9'' 6'9'' 146.2100 -0.49 0.85 T15 20 .5 5.926 0.654 19/32'' '' K=0.869 0.708 0.076 1.002 K=0. inc.260 1.85 0.120 C3x4.359 1.1 5'9'' 5'9'' 170.003 K=1.9020 -0. 12612 W. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.2 5. 9'2-5/8'' 183.0 L2 1/2x2 1/2x3/16 10'3.8 6.002 .84 T12 80 .9020 -0.7 4.8 6.13 3.86 T9 140 .92 T11 100 .002 K=0.9020 -0.25 0.96 3.86 T11 100 .86 T6 200 .273 0.93 0.9 5. Ratio No.90 T5 220 .7 5.01 0.

63 0.37 376.2958 48.04 477.00 0.61 0.06 0.80 4 0.03 18.34 0.500 0.000 15.6 30.18 1.00 0.500 0. 116.500 0.9 5.000 37.390 Leg Bending Design Data (Tension): Section Elevation Size Actual Actual Allow.539 37.00 0.140 3 3/4 20'3/8'' 5'1/8'' 64.80 4 20'3/8'' 5'1/8'' 60.000 T7 180 .506 3.86 T13 60 .000 7.21 0.0447 90.6211 76.99 0.000 14. Inc.164 T5 220 .000 37.728 37.602 37.5664 115.500 0.200 3 1/4 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.000 37.99 0.500 0.2958 62.24 0.00 0.7 5.4 30.001 K=0. P Pa P ft ft ft ksi in2 K K Pa K=0.1800 -0.0447 100.500 0. Ratio No.001 K=0.00 0.000 7.000 12. Ratio No. 12612 W.000 8.00 0.000 37.260 2 3/4 20'3/8'' 6'8.500 0.000 3.26 0.40 2L3x3x3/16x3/8 15'6'' 15'6'' 168.180 3 1/4 0.44 425.85 T14 40 .180 3 1/4 20'3/8'' 5'1/8'' 74.000 5.000 11.0 4 1/2 20'3/8'' 5'1/8'' 53.91 477.6 30.041 0.03 212.500 0.00 0.002 K=0.500 0.140 3 3/4 0.000 T4 240 .500 0.4 30.000 37.57 2.500 0. 106.280 2 1/4 0.194 T6 200 .841 37.1 30.54 331.290 2.000 T2 280 .3800 -0.60 4 1/4 1.000 37.28 0.046 0.675 37.02 20.000 12.73 1.09 1.048 0.362 T15 20 .240 3 0.5664 129.79 212.000 37.280 2 1/4 20'1/8'' 6'8.00 0.041 1/32'' T2 280 .00 0.755 37.306 T11 100 .025 0.200 3 1/4 20'3/8'' 5'1/8'' 74.53 0.00 0.000 37.06 0.87 T15 20 .045 0.000 37.04 1.1 30.500 0.100 4 20'3/8'' 5'1/8'' 60.40 4 1/4 20'3/8'' 5'1/8'' 56.9043 186.0686 34.1 30.344 T12 80 .339 T13 60 . Mx fbx Fbx fbx My fby Fby fby ft kip-ft ksi ksi Fbx kip-ft ksi ksi Fby T1 300 .000 37.046 0.120 3 3/4 0.500 0.94 1. Ratio Actual Actual Allow.020 0.500 0.24 0.94 119.09 248.249 T7 180 .56 376.59 0.00 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.000 T12 80 .0686 23.9396 13.500 0.000 14.000 T8 160 . 142.000 8.500 0.071 37. Ratio No.000 T9 140 .500 0.000 37.87 0.85 Tension Checks Leg Design Data (Tension): Section Elevation Size L Lu Kl/r Fa A Actual Allow.60 4 1/4 20'3/8'' 5'1/8'' 56.9761 4.796 37.000 37.373 T14 40 .3 30.272 T9 140 .737 37.27 178.761 37.7 30.928 37.9043 172.13 0.01 331.000 15.000 T10 120 .500 0.988 3.500 0.25 248.14 1.0 30.00 0. Job Page ERITower Free-Standing Tower Demo 72 of 80 Project Date C-Concepts.000 11.15 0.020 0.34 0.13 0.00 0.022 0.120 3 3/4 20'3/8'' 5'1/8'' 64.044 0.8 30.303 T10 120 .1863 144.652 37.160 3 1/2 20'3/8'' 5'1/8'' 68.87 0.100 4 0.0 5.91 1.1863 158.160 3 1/2 0.500 0. P Pa P ft ft ft ksi in2 K K Pa T1 300 .220 3 20'3/8'' 5'1/8'' 80.260 2 3/4 0.40 0.6 30.109 5/32'' T4 240 .1 30.000 T3 260 .500 0.000 T13 60 .40 4 1/4 1.018 0.500 0.3800 -0.000 9.000 .0 30.19 0.02 11.59 0.20 4 1/2 20'3/8'' 5'1/8'' 53.000 T6 200 .500 0.55 425.20 2L3 1/2x3 1/2x1/4x3/8 16'6'' 16'6'' 157. horn FAX: (262) 252-3134 Section Elevation Size L Lu Kl/r Fa A Actual Allow.029 0.500 0.074 5/32'' T3 260 .240 3 20'3/8'' 6'8.0 2L3 1/2x3 1/2x1/4x3/8 17'6'' 17'6'' 164.000 T11 100 .687 37.500 0.06 288.000 37.000 T5 220 .069 0. inc.264 T8 160 .500 0.1 30.220 3 0.

140 3 3/4 0.333 0.3 29.000 1.339 0.3 29.0 4 1/2 0.000 0.405 H2-1 T15 20 .158 7/8'' 13/16'' T8 160 .180 3 1/4 0. P fbx fby Stress Stress ft Pa Fbx Fby Ratio Ratio T1 300 .045 0.000 1.54 0.98 41.140 2L3x3x3/16x3/8 11'7.000 1.143 19/32'' 17/32'' T7 180 .044 0.029 0.296 H2-1 T9 140 .043 0.333 0.434 H2-1 Diagonal Design Data (Tension): Section Elevation Size L Lu Kl/r Fa A Actual Allow.000 Leg Interaction Design Data (Tension): Section Elevation Size Ratio Ratio Ratio Comb.214 H2-1 T6 200 .046 0.000 37.31 33.7208 2.90 0.000 1.249 0.54 0.200 2L2 1/2x2 1/2x3/16x3/8 9'5.00 0.333 0. 75.260 L3x3x3/16 11'8.178 H2-1 T4 240 .118 3/16'' 5/32'' T5 220 . 6'7.392 H2-1 T12 80 .025 0.4 29.362 0.000 T15 20 .333 0.333 0.40 4 1/4 0.333 0.5798 1.136 9/32'' 9/16'' T4 240 .043 0.54 0.000 1.373 0.333 0.85 20.81 0.264 0.000 1.000 1.500 0.074 0.333 0. Allow.020 0. 130.000 1.385 H2-1 T13 60 .81 0.5 29.220 2L2 1/2x2 1/2x3/16x3/8 8'7. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.120 3 3/4 0. Inc. 9'8.000 0.272 0.044 0.94 20.000 1. 163.041 0.000 1.280 2 1/4 0.352 H2-1 T11 100 .7208 1.048 0.022 0.044 0.1566 5. Criteria No.100 4 0.018 0.54 0.041 0.22 1.180 2L2 1/2x2 1/2x3/16x3/8 10'3.333 0.093 7/8'' 19/32'' T3 260 .4416 5. 9' 143. Mx fbx Fbx fbx My fby Fby fby ft kip-ft ksi ksi Fbx kip-ft ksi ksi Fby T14 40 .272 H2-1 T7 180 . 8'2.1566 3.000 1.20 4 1/2 1. Ratio No.96 33.000 37. inc.220 3 0.303 0.000 1.19 1. Job Page ERITower Free-Standing Tower Demo 73 of 80 Project Date C-Concepts.80 4 0.000 1. Ratio No.1566 4.160 3 1/2 0.1 29.160 2L2 1/2x2 1/2x3/16x3/8 10'8.344 0.000 0. 156.284 H2-1 T8 160 . 12612 W.280 L2 1/2x2 1/2x3/16 10'3'' 5'1/8'' 79.260 2 3/4 0.143 9/16'' .35 33.130 9/32'' T6 200 .500 0.0 4 1/2 1.046 0.594 37.333 0. 11'3/8'' 146. P Pa P ft ft ft ksi in2 K K Pa T1 300 . 10'1.500 0.000 1.200 3 1/4 0.000 1.082 T2 280 .90 0.164 0.20 4 1/2 0.240 L3x3x3/16 13'5.60 4 1/4 0. horn FAX: (262) 252-3134 Section Elevation Size Actual Actual Allow.194 0.4 29.333 0. Ratio Actual Actual Allow. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.80 33.103 H2-1 T3 260 . 5'9.00 0.000 1.240 3 0.333 0.000 1.000 1.109 0.9 29.020 0.390 0.1566 4.000 1.000 1.38 16.082 H2-1 T2 280 .1 29.333 0.069 0.333 0.348 H2-1 T10 120 .417 H2-1 T14 40 . 86.636 37.306 0.333 0.182 H2-1 T5 220 .500 0.

2 29.8 29.140 L3 1/2x3 1/2x1/4 21'6'' 10'5.64 41.0 29.16 0.3 29.000 1.2772 0.014 13/32'' T12 80 .04 0.000 1.100 2L2 1/2x2 1/2x3/16x3/8 25' 12'2.000 1.013 9/32'' T13 60 . 8'4.013 5/8'' T8 160 .1566 0.200 L2 1/2x2 1/2x3/16 14'6'' 6'11.6 29.4 29.200 13/16'' 7/8'' T11 100 .184 3/4'' 13/16'' Horizontal Design Data (Tension): Section Elevation Size L Lu Kl/r Fa A Actual Allow.57 41. 12612 W. 7'11.018 3/4'' T6 200 .16 55.7 29.81 0.81 0.16 0.4416 0.7 29.6 29.012 9/32'' T14 40 .013 T5 220 .000 1.54 0.180 7/16'' T15 20 .4416 0.48 66.000 1. Ratio No.81 0.5798 0.007 5/32'' T15 20 .120 2L3x3x3/16x3/8 15'7.185 7/16'' 3/16'' T10 120 . 195.60 2L3x3x3/16x3/8 29' 14'2.170 7/16'' T14 40 .74 41.4416 8.017 17/32'' T10 120 .81 0. 175.160 L3x3x3/16 18'6'' 8'11. 115.38 55. 109.51 41. 9'2-5/8'' 121. 9'2-5/8'' 121.000 1.16 0. 183.000 1.220 L2 1/2x2 1/2x3/16 13'6'' 6'5-7/8'' 102.017 13/32'' T11 100 .0 2L3x3x1/4x3/8 19'8.7 29.000 0.90 0. 9'7.000 2. 179.4416 8. horn FAX: (262) 252-3134 Section Elevation Size L Lu Kl/r Fa A Actual Allow.81 0.35 41.000 1.7208 0.180 L3x3x3/16 16'6'' 7'11.91 55.0 2L3 1/2x3 1/2x1/4x3/8 35' 17'2.011 17/32'' T9 140 . 127. Job Page ERITower Free-Standing Tower Demo 74 of 80 Project Date C-Concepts.48 66.2772 0.8 29.000 1.207 17/32'' 11/16'' T12 80 .000 1. Inc.7208 0.000 1.56 33.60 2L3x3x3/16x3/8 18'3/8'' 8'9.27 20.26 20.21 16.1386 0.4416 9.40 2L3x3x3/16x3/8 31' 15'2.56 33.81 0.000 2.16 41.4416 0. P Pa P ft ft ft ksi in2 K K Pa T9 140 .02 0.0 29.3 29.20 2L3 1/2x3 1/2x1/4x3/8 33' 16'2.4416 7.120 2L2 1/2x2 1/2x3/16x3/8 23' 11'2. 104. 103.8 29.38 33. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.20 2L3x3x1/4x3/8 18'10. 109.54 0. 99. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.000 1.7 29.000 1.2 29.013 3/4'' T7 180 .000 0.000 0.81 0.81 0.6 29.40 2L3x3x1/4x3/8 18'10.007 5/32'' Top Girt Design Data (Tension): .2 29.90 0.100 2L3x3x3/16x3/8 16'4. 170.04 0.31 16.81 0.9022 9.9022 10.219 19/32'' T13 60 .80 2L3x3x3/16x3/8 27' 13'2.9022 9. 116.9 29. 190. inc.80 2L3x3x3/16x3/8 17'2.5798 0. P Pa P ft ft ft ksi in2 K K Pa T4 240 . 7'7. 190. 116.52 41. Ratio No.000 0.1566 0.

60 L2 1/2x2 1/2x3/16 7'3'' 7'27/32'' 109. 129.100 L2 1/2x2 1/2x3/16 6'3'' 6'31/32'' 93.133 31/32'' T12 80 .600 0.127 3/32'' T10 120 .117 19/32'' '' Redundant Hip Design Data (Tension): .093 19/32'' T13 60 .48 0.50 19.56 19.058 23/32'' 3/16'' T10 120 .600 0. 10'31/32 155.1 21.20 L2 1/2x2 1/2x3/16 9'10.13 19.48 0. P Pa P ft ft ft ksi in2 K K Pa T9 140 .9020 2. 9'7.150 T13 60 .81 19.5 21.9020 3. Ratio No.2 21.48 0.7 21.165 27/32'' T14 40 .9020 3.109 5/16'' 11/16'' T15 20 . Job Page ERITower Free-Standing Tower Demo 75 of 80 Project Date C-Concepts. 148. 8'4.9020 1.4 21.48 0.48 0. 101.600 0.1 21.80 L2 1/2x2 1/2x3/16 8'7.183 T15 20 .7188 1. 132. 7'7.120 2L1 1/2x1 1/2x1/8 5'9'' 5'7.077 13/32'' 3/4'' T11 100 .7 21.65 19. 7'11.40 L2 1/2x2 1/2x3/16 7'9'' 7'6.100 L2 1/2x2 1/2x3/16 8'2.81 0.48 0.80 L2 1/2x2 1/2x3/16 6'9'' 6'6.48 0. 116.600 0.96 19. horn FAX: (262) 252-3134 Section Elevation Size L Lu Kl/r Fa A Actual Allow.0745 1.199 23/32'' Redundant Diagonal Design Data (Tension): Section Elevation Size L Lu Kl/r Fa A Actual Allow. 135.600 0.118 T11 100 .5798 0.48 0.280 L2 1/2x2 1/2x3/16 6'8. Inc.9020 2.8 21. 12612 W.600 0.9020 2.60 L2 1/2x2 1/2x3/16 9'1/4'' 8'9. 115.600 0.59 19.22 19.48 0. inc.88 19.0 L2 1/2x2 1/2x3/16 10'3.101 9/32'' T14 40 .48 0. 123.9020 3.000 0. 6'2-3/4'' 100.40 L2 1/2x2 1/2x3/16 9'5. Ratio No.600 0.53 0.22 16.600 0. 9'2-5/8'' 142.600 0. Ratio No.5 21.9 21. P Pa P ft ft ft ksi in2 K K Pa T9 140 . Mill Road Example 18:26:48 01/28/03 Menomonee Falls.9020 1.34 23.3 29.98 15.9020 2.9020 1. 144.9020 1.48 0.21 0.28 19. P Pa P ft ft ft ksi in2 K K Pa T1 300 .120 ROHN 2 STD 7'9.92 19.2 21.48 0.9020 2.5 21.20 L2 1/2x2 1/2x3/16 8'3'' 8'23/32'' 124.600 0.600 0.0 L2 1/2x2 1/2x3/16 8'9'' 8'6.085 3/16'' 11/16'' T12 80 . WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.29 19.600 0.013 9/32'' Redundant Horizontal Design Data (Tension): Section Elevation Size L Lu Kl/r Fa A Actual Allow.3 21.600 1.8 21.

3 21.160 L3x3x3/16 9'3'' 9'3'' 118.0900 0.140 L3 1/2x3 1/2x1/4 10'9'' 10'9'' 118.2 21.6 21.000 T7 180 .9020 0.4 21.600 0.80 L4x4x1/4 13'6'' 13'6'' 129.0 2L3 1/2x3 1/2x1/4x3/8 17'6'' 17'6'' 192.9400 0.01 47.01 41.01 36.9400 0.001 T11 100 .000 T14 40 .00 19.000 T13 60 .9020 0.54 0.1800 0.000 T15 20 .1 21.01 19.01 19.48 0.00 19.80 L2 1/2x2 1/2x3/16 6'9'' 6'9'' 104.9020 0.200 L2 1/2x2 1/2x3/16 7'3'' 7'3'' 111.00 23.000 T12 80 .9020 0.000 T10 120 .01 0.600 0.000 T15 20 .48 0.90 0.600 2.50 0.600 0.1 21.48 0.40 L2 1/2x2 1/2x3/16 7'9'' 7'9'' 119.20 L2 1/2x2 1/2x3/16 8'3'' 8'3'' 127.000 Inner Bracing Design Data (Tension): Section Elevation Size L Lu Kl/r Fa A Actual Allow.6900 0.50 0.9020 0.01 73.48 0.7 21. P Pa P ft ft ft ksi in2 K K Pa T4 240 .600 3.20 2L3 1/2x3 1/2x1/4x3/8 16'6'' 16'6'' 181. Ratio No. inc.1 21.00 36.1800 0.600 0.180 L3x3x3/16 8'3'' 8'3'' 105.000 Bolt Design Data: .5 21.000 T10 120 .90 0.00 23.48 0.600 1.6900 0.01 19.48 0.14 0.3800 0.600 0.600 1.54 0.0900 0.600 3.000 T6 200 .000 T5 220 .600 1.01 19.40 2L3x3x3/16x3/8 15'6'' 15'6'' 198.000 T9 140 .100 L4x4x1/4 12'6'' 12'6'' 120.01 47.600 2.000 T12 80 . 12612 W.00 19.48 0.09 0.8 21. Inc.8 21.2 21.7 21.1 5'9'' 5'9'' 170.9020 0.100 L2 1/2x2 1/2x3/16 6'3'' 6'3'' 96. horn FAX: (262) 252-3134 Section Elevation Size L Lu Kl/r Fa A Actual Allow.60 2L3x3x3/16x3/8 14'6'' 14'6'' 185.60 L2 1/2x2 1/2x3/16 7'3'' 7'3'' 111.3800 0. P Pa P ft ft ft ksi in2 K K Pa T9 140 .01 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.2100 0.0 21.9020 0.000 T14 40 .48 0.000 T8 160 .0 L2 1/2x2 1/2x3/16 8'9'' 8'9'' 135.01 26.3 21.600 1.09 0.01 41.01 19.120 C3x4. Ratio No.600 0.000 T13 60 .120 L3 1/2x3 1/2x1/4 11'6'' 11'6'' 126.600 1.8 21.000 T11 100 . Mill Road Example 18:26:48 01/28/03 Menomonee Falls.0 21.6 21.600 1.600 1. Job Page ERITower Free-Standing Tower Demo 76 of 80 Project Date C-Concepts.220 L2 1/2x2 1/2x3/16 6'9'' 6'9'' 104.9020 0.600 0.4 21.01 73.600 0.

89 1.0000 8 21.97 6.44 1.44 1.6250 1 0.7500 4 10.60 Leg A325N 1.348 Horizontal A325N 0.333 Bolt Shear 0.626 Diagonal A325N 0.333 Bolt Shear 0.6250 1 0.7500 4 1.77 19.90 19.140 Leg A325N 0.89 1.333 Bolt Tension 0.059 T9 140 .86 19.62 12.6250 1 0.6250 1 0.120 Leg A325N 0.333 Bolt Tension 0.89 1.20 Leg A325N 1.56 1.84 12.333 Bolt Shear 0.890 Diagonal A325N 0.44 1.333 Bolt Shear 0.333 Bolt Shear 0.863 Diagonal A325N 0.89 1.160 Leg A325N 0.89 1.333 Bolt Tension 0.80 Leg A325N 1.711 Diagonal A325N 0.07 12.333 Bolt Tension 0.333 Bolt Tension 0.08 12.212 Diagonal A325N 0.333 Bolt Shear 0.0000 8 18.333 Bolt Shear 0.375 Horizontal A325N 0.44 1.316 Horizontal A325N 0.6250 1 4.240 Leg A325N 0.469 Diagonal A325N 0.40 6.72 12.89 1.35 12.89 1.73 12.053 T12 80 .89 1.56 1.443 T4 240 .713 Diagonal A325N 0.6250 1 4.045 .333 Bolt Shear 0. Type Grade Of Load Load Load Ratio ft in Bolts K K Allowable T1 300 .536 Diagonal A325N 0.6250 2 5.052 T11 100 .48 12.07 34.7500 4 17.333 Bolt Shear 0.333 Bolt Shear 0.6250 1 0.24 6.44 1.44 1.44 1. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.44 1.7500 4 7.89 1.008 Diagonal A325N 0.7500 6 16.333 Bolt Shear 0.333 Bolt Shear 0.36 12.037 T2 280 .333 Bolt Tension 0.15 19.333 Bolt Shear 0.6250 1 0. Inc.6250 1 0.67 12.44 1.212 Horizontal A325N 0.043 T8 160 .200 Leg A325N 0.25 19.7500 6 13.44 1.333 Bolt Shear 0.6250 2 2.333 Bolt Shear 0.27 6.6250 2 3.86 6.6250 1 0.048 T14 40 .29 19.333 Bolt Shear 0.58 12.6250 2 4.68 12.042 T7 180 .41 19.217 Top Girt A325N 0.333 Bolt Tension 0.333 Bolt Tension 0.260 Leg A325N 0.220 Leg A325N 0.523 Diagonal A325N 0.6250 1 0.333 Bolt Tension 0.89 1.44 1.62 12.6250 1 2.08 19.238 Horizontal A325N 0.333 Bolt Shear 0.098 Diagonal A325N 0.333 Bolt Shear 0.6250 2 4.44 1. 12612 W.6250 2 4.416 Horizontal A325N 0.574 Diagonal A325N 0.100 Leg A325N 0.6250 2 2.6250 1 0.280 Leg A325N 0.6250 1 1.89 1.82 19.339 Horizontal A325N 0.65 12.333 Bolt Shear 0.63 34.40 Leg A325N 1.193 Horizontal A325N 0.89 1.325 Horizontal A325N 0.6250 1 1.6250 2 5.44 1. inc.306 T3 260 .0000 8 16. horn FAX: (262) 252-3134 Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable Criteria No.7500 6 19.38 6.333 Bolt Tension 0.83 34.22 6.366 Horizontal A325N 0.89 1.27 6.180 Leg A325N 0.44 1.333 Bolt Shear 0.333 Bolt Tension 0.333 Bolt Shear 0.6250 2 4.44 1.333 Bolt Shear 0.0000 8 19.333 Bolt Shear 0.364 Diagonal A325N 0.31 6.44 1.7500 4 4.21 34.44 1.333 Bolt Shear 0.7500 4 0. Job Page ERITower Free-Standing Tower Demo 77 of 80 Project Date C-Concepts.333 Bolt Shear 0.333 Bolt Tension 0.13 19.89 1.44 1. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.44 1.6250 1 0.89 1.333 Bolt Tension 0.24 12.6250 1 0.034 T5 220 .19 12.56 1.48 12.050 T10 120 .048 T13 60 .990 Diagonal A325N 0.56 1.049 T6 200 .89 1.7500 4 13.407 Horizontal A325N 0.333 Bolt Tension 0.89 1.333 Bolt Shear 0.

7 Pass Diagonal 2L3x3x3/16x3/8 284 24.333 Bolt Shear 0.0 Leg A325N 1.437 Horizontal A325N 0.5 Pass Horizontal L3x3x3/16 151 3.6 Pass Diagonal L3x3x3/16 54 33.3 Pass Top Girt L2 1/2x2 1/2x3/16 5 3. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.9 Pass Bracing Redund Diag L2 1/2x2 1/2x3/16 358 22.4 Pass Horizontal L3 1/2x3 1/2x1/4 229 4.7 Pass Horizontal 2L2 1/2x2 1/2x3/16x3/8 272 5. 12612 W.4 Pass Horizontal 2L2 1/2x2 1/2x3/16x3/8 323 6.673 Diagonal A325N 0.89 1.3 Pass Inner Bracing L3x3x3/16 157 0.1 Pass Horizontal L2 1/2x2 1/2x3/16 130 5.6 Pass Diagonal L3x3x3/16 32 22. Inc.3 Pass Diagonal 2L2 1/2x2 1/2x3/16x3/8 156 26.3 Pass Diagonal 2L2 1/2x2 1/2x3/16x3/8 78 23.3 Pass T9 140 .2 Pass T6 200 .140 Leg 3 3/4 224 53. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.100 Leg 4 314 74.220 Leg 3 68 27.7 Pass Diagonal 2L2 1/2x2 1/2x3/16x3/8 195 32.333 Bolt Tension 0.3 Pass T10 120 .160 Leg 3 1/2 185 66. Type Grade Of Load Load Load Ratio ft in Bolts K K Allowable T15 20 . T1 300 .2 Pass Bracing Redund Diag ROHN 2 STD 303 8.56 1.3 Pass T7 180 . inc. Job Page ERITower Free-Standing Tower Demo 78 of 80 Project Date C-Concepts.2 Pass Diagonal 2L2 1/2x2 1/2x3/16x3/8 117 26. horn FAX: (262) 252-3134 Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable Criteria No.1 Pass Inner Bracing L3x3x3/16 196 0.200 Leg 3 1/4 107 40.63 12.3 Pass Diagonal 2L3x3x3/16x3/8 335 26.3 Pass T4 240 .049 Section Capacity Table Elevation Component Size Controlling % Pass Section ft Type Element Capacity Fail No.6 Pass Redund Horz L2 1/2x2 1/2x3/16 328 23.63 12.6250 2 5.8 Pass Horizontal L3x3x3/16 208 4.4 Pass Inner Bracing L3 1/2x3 1/2x1/4 237 0.9 Pass T3 260 .2 Pass Bracing Inner Bracing L3 1/2x3 1/2x1/4 290 0.27 34.0 Pass T2 280 .4 Pass Redund Horz 2L1 1/2x1 1/2x1/8 302 25.240 Leg 3 48 28.6250 1 0.280 Leg 2 1/4 1 20.3 Pass T8 160 .0 Pass Diagonal L2 1/2x2 1/2x3/16 11 16.0 Pass Inner Bracing L2 1/2x2 1/2x3/16 79 0.333 Bolt Shear 0.2 Pass T5 220 .2 Pass Bracing .260 Leg 2 3/4 25 21.7 Pass Horizontal L2 1/2x2 1/2x3/16 76 3.5 Pass Diagonal 2L3x3x3/16x3/8 234 26.0000 8 23.120 Leg 3 3/4 263 64.180 Leg 3 1/4 146 53.1 304 0.9 Pass Bracing Redund Hip L2 1/2x2 1/2x3/16 330 0.6 Pass Bracing Redund Hip C3x4.0 Pass Inner Bracing L2 1/2x2 1/2x3/16 118 0.89 1.

3 Pass T11 100 .4 Pass Bracing Redund Diag L2 1/2x2 1/2x3/16 507 36.0 Pass Bracing Redund Hip L2 1/2x2 1/2x3/16 381 0. Inc.6 Pass Top Girt 3. inc.2 Pass Bracing Inner Bracing L4x4x1/4 392 0.40 Leg 4 1/4 468 52.3 Pass Horizontal 2L3x3x3/16x3/8 374 4. Job Page ERITower Free-Standing Tower Demo 79 of 80 Project Date C-Concepts.20 Leg 4 1/2 519 51. horn FAX: (262) 252-3134 Elevation Component Size Controlling % Pass Section ft Type Element Capacity Fail No.0 Pass Bracing Redund Diag L2 1/2x2 1/2x3/16 405 27.4 Pass T14 40 .7 Pass Redund Horz L2 1/2x2 1/2x3/16 583 65.3 Pass Bracing Inner Bracing 2L3 1/2x3 1/2x1/4x3/8 545 0.3 Pass Bracing Redund Diag L2 1/2x2 1/2x3/16 456 31.4 Pass Diagonal 2L3x3x1/4x3/8 539 31.9 Pass Bracing Redund Hip L2 1/2x2 1/2x3/16 483 0.4 Pass T13 60 .3 Pass Bracing Redund Diag L2 1/2x2 1/2x3/16 613 49.60 Leg 4 1/4 417 48.2 Pass Diagonal 2L3x3x3/16x3/8 437 31.4 Pass Bracing Inner Bracing 2L3 1/2x3 1/2x1/4x3/8 596 0.3 Pass Diagonal 33.2 Pass Bracing Inner Bracing 2L3x3x3/16x3/8 494 0.3 Pass Horizontal 6.0 Pass Bracing Redund Hip 0. Inner Bracing L4x4x1/4 340 0.8 Pass Diagonal 2L3x3x1/4x3/8 488 30.0 Leg 4 1/2 570 55.4 Pass T15 20 . WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.4 Pass Redund Horz L2 1/2x2 1/2x3/16 384 30.4 Pass .5 Pass Horizontal 2L3x3x3/16x3/8 476 5.0 Pass Redund Horz 65.3 Pass Redund Horz L2 1/2x2 1/2x3/16 481 45.2 Pass Bracing Inner Bracing 2L3x3x3/16x3/8 443 0.7 Pass Redund Horz L2 1/2x2 1/2x3/16 430 37.8 Pass Horizontal 2L3 1/2x3 1/2x1/4x3/8 578 3.4 Pass Redund Horz L2 1/2x2 1/2x3/16 537 54.7 Pass Diagonal 2L3x3x3/16x3/8 386 29.0 Pass Bracing Redund Hip L2 1/2x2 1/2x3/16 585 0.4 Pass Summary Leg 74.80 Leg 4 366 49. 12612 W.9 Pass Bracing Redund Diag L2 1/2x2 1/2x3/16 558 42.2 Pass Diagonal 2L3x3x1/4x3/8 579 32.2 Pass Horizontal 2L3 1/2x3 1/2x1/4x3/8 527 3.8 Pass Bracing Redund Hip L2 1/2x2 1/2x3/16 559 0.1 Pass Horizontal 2L3x3x3/16x3/8 425 4.8 Pass Bracing Redund Hip L2 1/2x2 1/2x3/16 432 0.3 Pass Bracing Redund Diag 49. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.4 Pass T12 80 .

WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.3 Pass . 12612 W. Bracing Inner Bracing 0.4 Pass RATING = 74. inc. Inc. horn FAX: (262) 252-3134 Elevation Component Size Controlling % Pass Section ft Type Element Capacity Fail No. Job Page ERITower Free-Standing Tower Demo 80 of 80 Project Date C-Concepts.

Related Interests