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300.

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

6.6875
TYPE ELEVATION TYPE ELEVATION
SR 2 1/4

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

1.6
T1

A

A

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

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

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

N.A.

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

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

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

(4) 68000/68010 w/Pipe Mount 244

MATERIAL LIST
2.5
T3

240.0 ft
MARK SIZE MARK SIZE
SR 3

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

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

MATERIAL STRENGTH
3.3
T4

L2 1/2x2 1/2x3/16

L2 1/2x2 1/2x3/16

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

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

TOWER DESIGN NOTES
3.8
T5

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

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

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

L3x3x3/16

L3x3x3/16

180.0 ft
18
SR 3 1/2

4.6
T7

160.0 ft
20
A36M-50

A36

5.9
T8

B

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

140.0 ft
N.A.

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

5.4
T9

C

120.0 ft
24
2L3x3x3/16x3/8
T10

5.9
L4x4x1/4

100.0 ft
SR 4

26
T11

6.1

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

DOWN: 268 K
14 @ 10

UPLIFT: -192 K
T12

6.7

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

60.0 ft
AXIAL
30

126 K
T13

7.6

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

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

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

61 mph WIND - 0.5000 in ICE
8.8

AXIAL
SR 4 1/2

20.0 ft 88 K
34

MOMENT
7460 kip-ft
SHEAR
T15

9.1

49 K
0.0 ft
TORQUE 24 kip-ft
36

77.5

REACTIONS - 70 mph WIND
Red. Horizontals
Diagonal Grade

Red. Diagonals

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

Weight (K)
Leg Grade
Diagonals

Red. Hips
Top Girts
Section
Legs

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

Feedline Plan

Round Flat App In Face App Out Face

(12) 1 5/8

(12) 1 5/8

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

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

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

280' 280'

260' 260'

240' 240'

220' 220'

200' 200'

180' 180'
Elevation (ft)

160' 160'

140' 140'

120' 120'

100' 100'

80' 80'

60' 60'

40' 40'

20' 20'

0' 0'

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

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

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

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

280' 280'

260' 260'

240' 240'

220' 220'

200' 200'

180' 180'
Elevation (ft)

160' 160'

140' 140'

120' 120'

100' 100'

80' 80'

60' 60'

40' 40'

20' 20'

0' 0'

0 5 10 0 0.05 0.1 0.15 0.2 0 0.05 0.1

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

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

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

Mid Girt Mid Girt Mid Girt Horizontal Horizontal Horizontal Elevation of Type Size Grade Type Size Grade Mid ft Girts T1 300'-280' None Flat Bar A36 Solid Round A36 (36 ksi) (36 ksi) T2 280'-260' None Flat Bar A36 Solid Round A36 (36 ksi) (36 ksi) T3 260'-240' None Flat Bar A36 Solid Round A36 (36 ksi) (36 ksi) T4 240'-220' None Flat Bar A36 Single Angle L2 1/2x2 1/2x3/16 A36 (36 ksi) (36 ksi) T5 220'-200' None Flat Bar A36 Single Angle L2 1/2x2 1/2x3/16 A36 (36 ksi) (36 ksi) T6 200'-180' None Flat Bar A36 Single Angle L3x3x3/16 A36 (36 ksi) (36 ksi) T7 180'-160' None Flat Bar A36 Single Angle L3x3x3/16 A36 (36 ksi) (36 ksi) T8 160'-140' None Flat Bar A36 Single Angle L3 1/2x3 1/2x1/4 A36 (36 ksi) (36 ksi) T9 140'-120' None Flat Bar A36 Double Angle 2L2 1/2x2 1/2x3/16x3/8 A36 (36 ksi) (36 ksi) T10 120'-100' None Flat Bar A36 Double Angle 2L2 1/2x2 1/2x3/16x3/8 A36 (36 ksi) (36 ksi) . 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. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts. 12612 W. 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. inc.

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

Job Page ERITower Free-Standing Tower Demo 5 of 80 Project Date C-Concepts. inc. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts. 12612 W. 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 C3x4.1 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. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.

0000 36.05 36.05 36.05 36.5000 A36 1 1 1.05 36.5000 A36 1 1 1.5000 A36 1 1 1.0000 (36 ksi) T6 200'-180' 3.00 0. 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 36.00 0. Job Page ERITower Free-Standing Tower Demo 6 of 80 Project Date C-Concepts.5000 A36 1 1 1.05 36.0000 (36 ksi) T8 160'-140' 3.0000 (36 ksi) T5 220'-200' 3.5000 A36 1 1 1.00 0. Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing Diagonals Horizontals ft ft2 in in in T1 300'-280' 2.0000 (36 ksi) T7 180'-160' 3.0000 36. inc.0000 (36 ksi) T15 20'-0' 6.00 0.05 36.05 36.05 36.00 0.0000 36.00 0.00 0.0000 36. Inc.0000 36.5000 A36 1 1 1.0000 (36 ksi) T2 280'-260' 2.0000 36.0000 (36 ksi) T13 60'-40' 6. 12612 W.05 36.5000 A36 1 1 1.0000 36.0000 36.00 0.0000 (36 ksi) T11 100'-80' 4.05 36.0000 36.0000 (36 ksi) T14 40'-20' 6.05 36.0000 (36 ksi) T4 240'-220' 2.5000 A36 1 1 1.00 0.0000 (36 ksi) T3 260'-240' 2.0000 36.0000 (36 ksi) T10 120'-100' 4.05 36.0000 (36 ksi) T9 140'-120' 4.05 36.00 0.0000 36. Weight Mult.0000 36.00 0.5000 A36 1 1 1.5000 A36 1 1 1.05 36.00 0.5000 A36 1 1 1.00 0.00 0.00 0.0000 (36 ksi) T12 80'-60' 4.5000 A36 1 1 1.0000 (36 ksi) Tower Section Geometry (cont’d) .5000 A36 1 1 1.0000 36. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.5000 A36 1 1 1.5000 A36 1 1 1.0000 36. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts. Factor Adjust.05 36.

0000 1 0.75 0. inc.85 1 1 1 1 1 1 T14 40'-20' Yes No 1 1 1 1 1 1 1 0.75 0.0000 0.75 0.5 0.0000 0.0000 0.5 0.0000 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 0.75 0.75 0.0000 0.75 0.0000 0.85 1 1 1 1 1 1 T10 120'-100' Yes No 1 1 1 1 1 1 1 0.0000 1 0.85 1 1 1 1 1 1 T5 220'-200' Yes No 1 1 1 1 1 1 1 0.0000 0.75 0.0000 0.0000 1 0.75 0.0000 0.0000 0.85 1 1 1 1 1 1 T11 100'-80' Yes No 1 1 1 1 1 1 1 0.0000 0.85 1 1 1 1 1 1 T7 180'-160' Yes No 1 1 1 1 1 1 1 0.75 0.85 1 1 1 1 1 1 T2 280'-260' Yes No 1 1 1 1 1 1 1 0.75 0.85 1 1 1 1 1 1 T8 160'-140' Yes No 1 1 1 1 1 1 1 0.75 0.75 0.75 0.5 0.0000 0.75 0.75 0.0000 0.0000 0.75 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.75 0.85 1 1 1 1 1 1 T4 240'-220' Yes No 1 1 1 1 1 1 1 0.0000 1 0.75 0.0000 1 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.5 0.0000 1 0.0000 0.0000 0. Inc.0000 0.0000 1 0.0000 1 0.75 0.0000 0.0000 0.75 0.0000 1 0.5 0.0000 0.0000 0.75 0.0000 1 T8 160'-140' 0.0000 0. horn FAX: (262) 252-3134 K Factors1 Tower Calc Calc Legs X K Single Girts Horiz.5 0.0000 1 T7 180'-160' 0.75 0.0000 1 T3 260'-240' 0.0000 1 0.75 0.75 0.75 0.0000 0.0000 0.0000 0.5 0.0000 0.75 0.0000 1 0.0000 0.5 0.75 0. K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to the overall length.0000 0.0000 0.0000 0.0000 0. 12612 W.5 0.75 0.0000 1 0.75 0.75 0.85 1 1 1 1 1 1 T12 80'-60' Yes No 1 1 1 1 1 1 1 0.75 0.0000 0.75 0.0000 0.0000 1 T4 240'-220' 0.85 1 1 1 1 1 1 T9 140'-120' Yes No 1 1 1 1 1 1 1 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' 0.75 0.5 0.75 0.75 0.85 1 1 1 1 1 1 T3 260'-240' Yes No 1 1 1 1 1 1 1 0.0000 1 T10 120'-100' 0.5 0.0000 1 T6 200'-180' 0.0000 1 0.75 0.75 0.0000 0.0000 0.0000 1 0.75 0.85 1 1 1 1 1 1 T13 60'-40' Yes No 1 1 1 1 1 1 1 0.0000 1 T5 220'-200' 0.5 0.0000 1 0.0000 1 0.0000 1 .5 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 0.85 1 1 1 1 1 1 T15 20'-0' Yes No 1 1 1 1 1 1 1 0.0000 0. Job Page ERITower Free-Standing Tower Demo 7 of 80 Project Date C-Concepts.75 0.5 0.0000 1 0.0000 1 0.0000 1 T2 280'-260' 0.0000 0.0000 1 0.0000 0.85 1 1 1 1 1 1 T6 200'-180' Yes No 1 1 1 1 1 1 1 0.0000 1 T9 140'-120' 0.

0000 1 0.0000 0.0000 0.75 0.6250 0 0.6250 1 0.6250 0 0.75 0.6250 2 0.6250 1 0.6250 2 0.0000 1 0.0000 0.6250 1 0.75 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T2 280'-260' Flange 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T14 40'-20' Flange 1.0000 8 0. Job Page ERITower Free-Standing Tower Demo 8 of 80 Project Date C-Concepts.75 0. inc.6250 1 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.6250 1 0.6250 1 0.75 0.6250 1 0.75 0.7500 6 0.6250 2 0.6250 0 0.6250 1 0.6250 1 0.6250 1 0.0000 0.6250 1 0.0000 0.6250 1 0.6250 1 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.0000 0.6250 0 0. 12612 W.75 0.7500 4 0.0000 0.0000 0.6250 1 0.6250 1 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T13 60'-40' Flange 1.6250 1 0. Bolt Size No.6250 1 0.0000 8 0.0000 0.0000 0.0000 1 T14 40'-20' 0.6250 0 0.0000 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T4 240'-220' Flange 0.6250 0 0. in in in in in in in T1 300'-280' Flange 0.6250 1 0.0000 1 0.6250 2 0.0000 8 0.75 0.6250 1 0.0000 0.0' 12 12 1.6250 0 0.6250 1 0.6250 1 0.6250 1 0.6250 1 0.0000 1 0.6250 0 0. Bolt Size No.5500 0.75 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T3 260'-240' Flange 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T10 120'-100' Flange 0.75 0. horn FAX: (262) 252-3134 Tower Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Elevation ft Net Width U Net Width U Net Width U Net U Net U Net U Net U Deduct Deduct Deduct Width Width Width Width in in in Deduct Deduct Deduct Deduct in in in in T11 100'-80' 0.75 0.6250 1 0.6250 1 0.6250 1 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T11 100'-80' Flange 1.7500 6 0.6250 1 0.0000 8 0.6250 2 0.6250 1 0.0000 0.6250 1 0.6250 1 0.75 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T12 80'-60' Flange 1.6250 1 0.7500 4 0.0000 1 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.0000 1 T13 60'-40' 0.75 0.7500 4 0.75 0.6250 1 0.0000 0.6250 0 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T15 20'-0' Flange 1.7500 6 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T7 180'-160' Flange 0.0000 1 0.6250 1 0. Bolt Size No.7500 4 0. Bolt Size No.6250 1 0.75 0.0000 0.6250 2 0.75 0.6250 1 0.6250 0 0.9800 0.6250 0 0.6250 1 0.75 0.6250 1 0.6250 2 0. Inc.0000 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T6 200'-180' Flange 0.0000 1 0.6250 1 0.0000 0.6250 1 0.6250 1 0.6250 0 0.75 0.6250 1 0.0000 1 T12 80'-60' 0.0000 1 0.00 .6250 1 0.7500 4 0.6250 1 0.0000 0.6250 1 0.75 0. Bolt Size No.6250 1 0.6250 0 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 2 0.0000 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T9 140'-120' Flange 0.6250 2 0.6250 1 0.0000 1 T15 20'-0' 0.6250 1 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T5 220'-200' Flange 0.9800 1.6250 1 0.6250 2 0.75 0.0000 1 0.7500 4 0.6250 0 0.0000 8 0.5500 1. Bolt Size No.6250 1 0.0000 1 0.6250 1 0.00 1 1/4 C Yes Ar (CfAe) 232' .7500 4 0.6250 0 0.0000 0.0' 4 4 1.6250 0 A325N A325N A325N A325N A325N A325N A325N T8 160'-140' Flange 0.

000 0.25 B 0.000 0.000 0.09 T10 120'-100' A 39.000 0.000 0.000 0.25 C 16.920 0.933 0.000 0.000 0.600 0.000 0.000 0.600 0.000 0.000 0.600 0.933 0.600 0.000 0.000 0.000 0.000 0.600 0.600 0.000 0.0' 2 2 1.25 B 39.000 0.25 B 39.000 0.00 C 0.600 0.000 0.000 0.600 0.9800 1.000 0.000 0.000 0.000 0.25xFW 1 5/8 C Yes Ar (CfAe) 218' .933 0.09 Feed Line/Linear Appurtenances Section Areas .000 0.600 0.000 0.000 0.000 0.600 0.000 0.600 0.05 C 0.000 0.00 T3 260'-240' A 39.000 0.000 0.000 0.000 0.25 B 0.600 0.25 C 16.09 T14 40'-20' A 39.09 T15 20'-0' A 39.000 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: -0.25 B 39.000 0.600 0.000 0.000 0.000 0.000 0.000 0.600 0.25 B 39.000 0.9800 0.933 0. Job Page ERITower Free-Standing Tower Demo 9 of 80 Project Date C-Concepts.000 0.000 0.600 0.000 0.000 0.000 0.25 C 16. Inc.933 0.000 0.000 0.25 C 6.25 B 39.25 B 39.000 0.25 C 16.600 0.000 0.000 0.000 0.600 0.000 0.000 0.000 0.000 0.09 T7 180'-160' A 39.000 0.000 0.000 0.000 0.000 0.600 0.25 B 39.000 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.600 0.000 0.000 0.000 0.000 0.25xFW 1 5/8 A Yes Ar (CfAe) 300' .600 0.25 C 16.9800 1.000 0.600 0.000 0.000 0.000 0.000 0.000 0.000 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.With Ice .000 0.25 B 39.000 0.25 C 16.000 0.000 0.09 T12 80'-60' A 39.000 0.000 0.000 0.000 0.25 C 16.000 0.000 0.0' 12 12 1.25 C 16.000 0.03 T5 220'-200' A 39.000 0.000 0.9800 0.000 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.000 0.933 0.000 0.000 0.600 0.000 0.933 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.09 T8 160'-140' A 39.25 B 7.200 0.00 T4 240'-220' A 39.000 0.000 0.000 0.933 0.25 C 16.000 0.000 0.000 0.933 0.25 B 39.000 0.000 0.25 B 39.000 0.00 Offset: 0.00 T2 280'-260' A 39.09 T9 140'-120' A 39.000 0.600 0.000 0.000 0.000 0.933 0.000 0.600 0.000 0.000 0.000 0.000 0.600 0.09 T6 200'-180' A 39.25 C 16.000 0.600 0.000 0.273 0.000 0.00 C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.09 T13 60'-40' A 39.000 0.000 0.000 0.25 B 39.000 0.25 C 16. 12612 W.25 B 39.09 T11 100'-80' A 39. inc.600 0.000 0.

000 0.600 0.000 0.600 0.933 0.61 B 59.933 0. inc.000 0.000 0.000 0.600 0. horn FAX: (262) 252-3134 Tower Tower Face Ice AR AF CAAA CAAA Weight Section Elevation Thickness In Face Out Face ft in ft2 ft2 ft2 ft2 K T1 300'-280' A 0.000 T2 280'-260' A 0.000 0.500 59.000 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.600 0.61 C 26.24 T6 200'-180' A 0.12 C 0.933 0.000 0.000 0.000 0.000 3.000 0.600 0.000 0.000 0.000 0.000 0.200 0.000 0.00 T2 280'-260' A 0.000 0.000 0.600 0.600 0.000 0.600 0.61 B 59.61 C 26.61 B 59.61 C 10.000 0.500 59.000 0.61 B 0.810 B 0.500 59.000 0.000 0.61 B 59.000 0.00 C 0.000 0.61 B 59.000 0.000 0. Job Page ERITower Free-Standing Tower Demo 10 of 80 Project Date C-Concepts.000 0.000 0.500 59.000 0.500 59.26 T15 20'-0' A 0.00 T4 240'-220' A 0.000 0.500 59.000 0.600 0.600 0.000 0.000 0.000 3.000 0.000 0.000 0.600 0.600 0.26 T10 120'-100' A 0.61 C 26.600 0. 12612 W.933 0.000 0.000 0.61 C 26.933 0.600 0.000 0.000 T3 260'-240' A 0.933 0.000 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.000 0.000 0.000 0.000 3.000 0.600 0.61 C 26.000 0.000 0.26 T9 140'-120' A 0.000 0.000 0.000 0.000 0.000 0.600 0.000 0.000 0.702 6.000 0.000 0.000 C 0.500 59.000 0.500 59.000 0.600 0. Inc.61 C 26.000 0.000 0.61 B 59.00 C 0.000 0.000 0.500 59.000 0.000 0.940 0.000 0.000 0.61 B 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.26 T8 160'-140' A 0.000 0.000 0.000 0.600 0.000 0.000 0.000 0.000 0.000 0.000 0.394 .000 0.61 C 25.61 B 59.000 0.500 59.000 0.933 0.933 0.000 0.600 0.000 0.000 0.000 0.000 0.000 0.000 0.600 0.61 B 59.500 59.00 T3 260'-240' A 0.000 0.000 0.000 0.000 0.26 T14 40'-20' A 0.600 0.500 59.000 0.000 0.000 0.600 0.000 0.600 0.61 C 26.000 0.000 0.61 B 59.000 0.26 Feed Line Shielding Section Elevation Face AR AR AF AF Ice Ice 2 ft ft ft2 2 ft ft2 T1 300'-280' A 0.000 0.000 0.000 0.000 0.26 T7 180'-160' A 0.000 0.000 0.000 0.000 0.000 0.61 B 59.000 0.000 0.920 0.000 0.000 0.61 C 26.000 0.000 0.000 0.000 0.500 59.000 0.760 7.000 0.000 0.000 0.000 0.000 0.61 B 59.933 0.933 0.500 59.000 0.61 B 11.09 T5 220'-200' A 0.000 0.000 0.476 6.600 0.600 0.167 B 0.61 B 59.000 0.600 0.000 0.600 0.000 0.000 0.000 0.000 0.000 0.500 59.000 0.000 0.000 0.000 0.26 T13 60'-40' A 0.000 0.000 0.000 0.61 C 26.000 0.000 0.000 0.000 0.26 T12 80'-60' A 0.000 C 0.000 0.26 T11 100'-80' A 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.61 C 26.

948 T14 40'-20' A 0. Inc.000 1.577 C 0.855 5.000 0.000 2.488 2.000 0.000 0.445 1.000 0.000 1.000 3.357 B 0.221 4. horn FAX: (262) 252-3134 Section Elevation Face AR AR AF AF Ice Ice ft ft2 ft2 ft2 ft2 B 0.7521 T11 100'-80' 1.493 6.9091 -6.493 6.000 1.377 B 0.905 5.5592 -8.3771 -7.105 B 0.531 3.8570 1. inc.7898 -6.0780 1.1186 -7.278 C 0.000 3.155 2.759 T9 140'-120' A 1.000 2.695 1.105 C 0.1681 -6.905 5.000 0.524 C 0.000 0.000 3.000 0.000 0.608 B 0.279 C 0.000 3.949 T5 220'-200' A 0.494 2.000 0.000 0.4523 T10 120'-100' 1.223 2.3322 -8.933 T10 120'-100' A 0.473 B 0.8093 T8 160'-140' 0.000 1.9214 1.6900 -4.563 6. 12612 W.000 3.000 1.000 2.5922 -8.032 T11 100'-80' A 0.000 0.525 6.000 3.9289 -5.000 0.5412 1.526 6.331 T6 200'-180' A 0.577 B 0.547 C 0.000 0.000 0.032 T12 80'-60' A 0.000 0.278 B 1. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.7899 T2 280'-260' -8.000 3.000 0.242 2.000 0.000 0.221 4.0818 T12 80'-60' 1.2674 1.6472 T5 220'-200' 0.000 0.709 B 0.563 6.950 1.357 C 0.3367 T3 260'-240' -6.0029 -7.221 2.000 0.986 T13 60'-40' A 0.000 0.000 0.000 0.456 0.000 0.349 6.000 0.547 B 0.4398 -8.5860 .4787 1.000 0.000 0.4341 -7.524 3.473 C 0.855 5.000 0.2435 -5.040 2.000 3.000 0.580 6.000 1.709 C 0.2279 -6.910 5.000 2.1037 -7.000 0.8877 -6.000 3.473 T7 180'-160' A 0.040 2.517 B 0.508 2.2540 -6.000 0.2901 -4. Job Page ERITower Free-Standing Tower Demo 11 of 80 Project Date C-Concepts.000 0.000 1.2547 -6.580 6.810 5.3168 1. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.000 1.2128 -7.3517 T7 180'-160' 0.005 0.5678 -8.223 2.000 T4 240'-220' A 0.4138 T13 60'-40' 1.972 T15 20'-0' A 0.000 2.4965 -8.1271 1.000 0.945 Feed Line Center of Pressure Section Elevation CPX CPZ CPX CPZ Ice Ice ft in in in in T1 300'-280' -7.0238 -7.9490 T4 240'-220' 1.000 0.7863 -9.000 3.000 2.810 5.709 C 0.9645 -6.000 3.430 T8 160'-140' A 0.000 2.608 C 0.000 0.000 0.000 0.8213 1.1773 1.525 6.000 3.000 3.000 1.377 C 0.000 1.000 0.526 6.481 6.517 C 0.432 2.7949 T9 140'-120' 1.481 6.349 6.0807 T6 200'-180' 0.2963 -4.000 3.000 2.8512 -6.000 0.508 2.524 B 0.709 B 0.0633 -7.910 5.

80 2'' Ice 37.98 3.09 2'' Ice 7.21 4'' Ice 7.99 6.27 0.67 6.67 4.67 6.43 FR70-12-L2 C From Face 4.03 Mount 0' 1/2'' Ice 4.31 0.85 9.40 4.0000 244' No Ice 15.53 0.52 (4) 68000/68010 w/Pipe B From Face 4.07 0.00 15.60 3.3205 1.40 0.40 0.70 (3) ALP 8010 A From Face 4.09 2'' Ice 7.63 0.85 9.76 0.08 1/2'' Ice 4.0868 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 0.06 0' 1'' Ice 6.31 0.0000 232' No Ice 5.0000 232' No Ice 5.0000 307'6'' No Ice 3.22 0.00 0. C None 0.11 2'' Ice 5. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.99 3.22 0.99 6.06 0' 1'' Ice 4.09 2'' Ice 7.80 59.0000 244' No Ice 3.40 37.75 3.22 4.76 0.22 4.20 0.52 (4) 68000/68010 w/Pipe C From Face 4.87 0.19 4'' Ice 8.10 1'' Ice 6.80 1.80 1.00 0.27 0.52 PiROD 15' Universal T.02 0' 1/2'' Ice 5.02 0' 1/2'' Ice 5.70 FR70-12-L2 A From Face 4.10 4'' Ice 59.01 .60 3.07 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.00 0.20 9.40 1.23 4'' Ice 13. 12612 W.27 0.22 4.25 0.87 13.06 0' 1'' Ice 6.22 4.22 4.03 Mount 0' 1/2'' Ice 4.19 4'' Ice 8.53 4.20 26.00 0.40 4.0000 23' .07 0.43 PiROD 15' Universal T.63 0.65 1'' Ice 26.25 0.0371 1. inc.75 3.6870 -9.77 0.0000 232' No Ice 5.06 0' 1'' Ice 4.54 (4) 68000/68010 w/Pipe A From Face 4.31 0.40 1.14 2'' Ice 9.60 0.76 0. C None 0.232' No Ice 15.77 0.60 0.20 26. horn FAX: (262) 252-3134 Section Elevation CPX CPZ CPX CPZ Ice Ice ft in in in in T14 40'-20' 1.22 0.60 20.40 0.21 4'' Ice 7.20 0.98 0.00 0.07 6.60 3.11 2'' Ice 5.21 4'' Ice 7.99 3.00 0.99 3.65 1'' Ice 26.00 0.07 0.06 0' 1'' Ice 4.20 0.1763 -8.00 0.50 Frame Sector Mount 1/2'' Ice 20. Job Page ERITower Free-Standing Tower Demo 12 of 80 Project Date C-Concepts.10 4'' Ice 59.25 0.43 FR70-12-L2 B From Face 4.6267 -8.00 3.63 0.06 0' 1'' Ice 6.85 9.80 2'' Ice 37. Inc.00 15.67 6.02 0' 1/2'' Ice 5.40 37.0000 300' No Ice 3.7669 T15 20'-0' 1.00 0.0000 244' No Ice 3.03 Mount 0' 1/2'' Ice 4.00 0.0000 244' No Ice 3.60 20.40 4.67 4.00 0.75 3.22 4.67 4.77 0.00 0.80 59.11 2'' Ice 5.50 Frame Sector Mount 1/2'' Ice 20.1356 -8.00 0.99 6.19 4'' Ice 8.

627 A 11.00 0.017 14.814 49.000 B 20.80 1.01 0' 1'' Ice 4.46 6.46 0.01 2'' Ice 5.937 26.29 0.680 47.60 4.017 14.20 0.60 20.589 A 14.01 0' 1'' Ice 4.60 4.01 0' 1/2'' Ice 4.98 0.000 B 15.20 26.017 32.80 59.01 2'' Ice 5.00 0.43 T4 240'-220' 230' 1.02 (3) ALP 8010 C From Face 4. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.40 1.60 4.28 1'' Ice 13.00 0. 12612 W.000 0.02 4'' Ice 6.22 0.29 4.02 4'' Ice 6.01 2'' Ice 5.42 2'' Ice 14.395 9.00 No Ice 12.823 23 184. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.62 0.22 5.505 12.182 33.861 23 150.40 37.60 0.28 Tower Pressures .440 7.14 w/Radome Leg 1/2'' Ice 13.10 0.392 49.0000 300' No Ice 3.98 3.617 10.505 32.02 PiROD 15' Universal T.505 32.29 0.02 (3) ALP 8010 B From Face 4. Inc.29 0.65 1'' Ice 26. 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 4.617 10.088 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' 1.85 .000 0.22 5.60 0.0000 218' 4.000 0.60 0. Job Page ERITower Free-Standing Tower Demo 13 of 80 Project Date C-Concepts.182 14.868 10.741 22 265.000 0.02 4'' Ice 6. C None 0.01 0' 1'' Ice 4.71 C 15.80 1.693 48.22 0.57 0.29 4.60 0.46 6.006 A 17.10 4'' Ice 59.70 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 2.28 C 20.46 0.000 B 17.80 2'' Ice 37.783 22 225.0000 300' No Ice 15.30 T3 260'-240' 250' 1.98 3.105 7.85 0.22 5.000 B 18.47 0.50 Frame Sector Mount 1/2'' Ice 20.71 T2 280'-260' 270' 1. inc.173 17.68 0.77 0.46 6.71 4'' Ice 16.01 0' 1/2'' Ice 4.95 0.395 9.22 0.30 C 18.782 9.00 15.98 0.46 0.29 4.No Ice GH = 1.440 7.0000 300' No Ice 3.00 0.182 33.617 14.006 A 17.814 49.

741 16 0.451 14.790 14.76 T10 120'-100' 110' 1.451 15.686 14.276 27.000 0.107 31.000 0.958 17.925 23.218 13.68 T11 100'-80' 90' 1.95 C 43.675 A 35.790 14.509 A 49.49 C 51.11 T13 60'-40' 50' 1.327 72.088 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' 1.43 0.268 16.37 T8 160'-140' 150' 1.14 C 25.824 72.590 30.549 31.301 27.956 13.07 C 22.956 15.125 21.121 14.11 C 19.30 C 47.195 12.089 54.000 0.841 13.124 18.190 14.385 72.327 72.125 51.17 C 22.181 10. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.000 B 24.783 17 0.000 0.642 52.841 36.000 B 49.217 56.675 A 38.15 0.956 14.217 27.559 29.5000 266.956 14.77 T12 80'-60' 70' 1.745 27.45 C 26.090 50.195 12.356 15.356 34.841 36.597 20 385.55 T5 220'-200' 210' 1.521 36.697 16 0.550 54.785 20.025 14.07 T3 260'-240' 250' 1.675 A 20.000 0.760 28.000 0.697 21 305.49 0.638 50.356 14.45 T5 220'-200' 210' 1.550 54.956 13.472 53.356 14.464 31.190 14.790 14.000 0.958 18.5000 152.90 0.423 A 24.092 A 45.472 53.000 0.11 T2 280'-260' 270' 1. 12612 W.15 C 53.332 17 546.97 T9 140'-120' 130' 1.181 10.521 36.5000 186.09 T15 20'-0' 10' 1 13 707.15 0.089 54.30 0.625 15.286 14.790 14.289 19.000 0.55 0.289 18.295 A 12.47 0. horn FAX: (262) 252-3134 Section z KZ qz AG F AF AR Aleg Leg CAAA CAAA Elevation a % In Out c Face Face ft ft psf ft2 e ft2 ft2 ft2 ft2 ft2 C 20.000 B 35.823 17 0.09 0.With Ice GH = 1.014 70.258 A 34.000 0.17 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.121 12.48 19 466.258 A 27.06 T7 180'-160' 170' 1.000 0.43 C 36.000 B 27.956 13.000 B 27.126 14 627.88 0.625 14.952 14.000 B 19.24 16 587.09 C 37. Job Page ERITower Free-Standing Tower Demo 14 of 80 Project Date C-Concepts.000 B 41.90 C 28.451 10.122 53.000 B 51.06 T14 40'-20' 30' 1 13 667.625 15.55 0.000 0.813 52.841 A 27. inc.619 20.441 10.092 A 24.090 50.521 14.541 19 426.000 B 20.509 A 51.813 52.880 19.550 52.5000 307.642 52.000 0.952 12.124 19. Inc.000 B 22.000 B 21.423 A 21.122 53.62 T4 240'-220' 230' 1.488 34.675 A 18.5000 226.000 .556 27.956 13.140 31.309 73.025 14.31 0.88 C 28.190 14.939 25.451 10.454 18.862 30.000 B 45.55 C 40.625 14.286 11.521 14.000 0.000 0.32 C 24.76 T6 200'-180' 190' 1.258 A 15.092 A 41.000 B 23.121 12.411 18 506.000 0.638 50.790 14.851 14.550 52.57 Tower Pressure .32 0.95 0.000 B 38.861 18 0.217 56.125 51.521 14.000 B 34.851 15.356 14.45 0.649 21 345.

451 15.817 42.866 81.77 0.182 33.5000 709.693 48.509 A 31.334 40.927 A 39.129 14.294 14.772 45.190 13.24 T13 60'-40' 50' 1.80 0.5000 508.24 12 0. Inc.000 0.411 13 0.30 C 18.130 21.20 0.65 T8 160'-140' 150' 1.126 11 0.105 7.090 50.167 77.288 76.090 50.29 0.423 A 21.000 B 57.5000 347. Job Page ERITower Free-Standing Tower Demo 15 of 80 Project Date C-Concepts.5000 588.43 T4 240'-220' 230' 1.98 0.460 15.440 7.5000 548.000 0.505 32.5000 427.462 18.541 14 0.436 73.860 13.761 A 53.20 C 44.000 0.000 B 17.965 43.395 9. 12612 W.010 77.95 0.580 44.45 T5 220'-200' 210' 1.792 45.000 B 60.868 10.109 76.167 77.309 73.471 75.297 16.59 C 60.814 49.680 47.53 T9 140'-120' 130' 1.129 13.627 A 11.000 B 45.006 A 17.000 0.000 0.392 49.75 C 48.178 A 60.01 0.790 14.80 C 42. inc.220 77.85 C 20.31 T15 20'-0' 10' 1 9 0.589 A 14.17 0.000 B 21.182 14.697 11 305.823 12 184.15 0.000 B 28.004 77.787 43.694 13.617 10.000 B 15.790 13.000 B 53.124 19.173 17.000 0.579 15.75 0.56 T7 180'-160' 170' 1.98 C 34.15 C 34.000 0.964 18.06 T12 80'-60' 70' 1.129 17.522 41.937 26.5000 669.649 16 0.617 10.000 B 18.288 76.575 74.28 C 20.109 76.5000 467.000 B 48.851 15.294 13.217 27.761 A 48.268 16.628 18.35 T14 40'-20' 30' 1 9 0.004 77.597 15 0.210 50.000 0.47 0.30 T3 260'-240' 250' 1.471 75.000 B 31. 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 24.129 17.80 T10 120'-100' 110' 1.958 19.440 7.297 17.579 13.59 0.860 13.85 0.625 15.000 B 41.964 13.71 T2 280'-260' 270' 1.5000 628.03 T6 200'-180' 190' 1.625 14.000 B 20.17 .71 C 15.364 13.741 11 265.505 12. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.000 0.000 B 39.451 10.092 A 28.332 13 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.344 A 45.088 Section z KZ qz AG F AF AR Aleg Leg CAAA CAAA Elevation a % In Out c Face Face ft ft psf ft2 e ft2 ft2 ft2 ft2 ft2 T1 300'-280' 290' 1.220 77.964 13.006 A 17.000 0.47 C 27.344 A 41.783 11 225.017 32.017 14.575 74.294 16.460 13.47 0.000 0.505 32.364 13.84 T11 100'-80' 90' 1.47 C 56.694 14.436 73.000 0.88 C 31.131 18.182 33.790 14.29 C 63.178 A 57.462 17.866 81.529 14.01 C 51.294 16.88 0.617 14.000 B 31.435 41.927 A 31.025 14.628 18.000 0.Service GH = 1.861 12 150.48 14 0.000 0.814 49.395 9.000 0.010 77.5000 387.964 18.793 18.631 44.017 14.83 Tower Pressure .529 13.782 9.

inc.597 10 385.140 31.45 0.217 56.669 T5 220'-200' 0.539 0.790 14.813 52.956 15. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.78 4.09 C 37.084 0.763 0.851 14.411 9 506.000 0.126 7 627.217 2.122 53.649 11 345.092 A 45.121 12.000 0.611 3.137 2.686 14.625 14.000 B 35.790 14.43 0.539 0.88 C 28.092 A 41.594 1 1 54.217 56.234 2.774 0.254 2.424 0.585 0.585 1 1 30.760 28.Wind Normal To Face Section Add Self F e CF RR DF DR AE F w Ctrl.952 12.648 1 1 42.000 B 27.09 T15 20'-0' 10' 1 6 707.95 0.486 0.549 31.15 B B 0.734 2.No Ice .39 A 0.438 3.63 1 1 45.603 1 1 47.598 1 1 51.61 A 0.09 0.289 19.49 0.16 A 0.000 B 24.541 10 426.472 53.000 0.733 C 0.089 54.000 B 45.356 14. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.581 1 1 23.521 14.302 0.675 A 35.24 0.298 2.956 14.152 2.625 15.76 T6 200'-180' 190' 1.37 1.90 C 28.000 B 41.472 53.344 2.424 0.12 A B 0.000 B 27. horn FAX: (262) 252-3134 Section z KZ qz AG F AF AR Aleg Leg CAAA CAAA Elevation a % In Out c Face Face ft ft psf ft2 e ft2 ft2 ft2 ft2 ft2 C 22.862 30.659 C 0.000 B 38.089 54.24 8 587.454 18.37 T8 160'-140' 150' 1.76 T10 120'-100' 110' 1.451 14.16 B B 0.918 2. Elevation Weight Weight a Face c ft K K e ft2 K klf T1 300'-280' 0.550 54.958 18.49 C 51.258 A 34.590 30.581 1 1 23.75 0.254 2.550 54.152 2.48 9 466. 12612 W.785 20.88 0.42 A 0.122 53.217 2.203 2.95 C 43.642 52.625 15.125 51.234 2.259 2.958 17.37 2.125 51.163 2.42 2.451 10.77 3.582 1 1 19.13 A B 0.30 C 47.65 3.97 T9 140'-120' 130' 1.000 0.701 0.638 50.817 0.747 0.107 31.23 0.190 14.90 A 0.95 0.000 0.575 T6 200'-180' 0.258 A 27.025 14.807 C 0.190 14.149 2.124 19.190 2.423 A 24.464 31.550 52.625 14.000 B 49.582 1 1 19.68 0.591 1 1 57.000 0.58 1 1 29.55 0.39 2.55 C 40.16 B .06 A 0.57 Tower Forces .619 20.15 0.121 14.584 1 1 38.286 14.598 1 1 51.124 18.745 27.952 14.286 11.675 A 38.025 14.594 1 1 54.68 T11 100'-80' 90' 1.485 T7 180'-160' 0.000 B 51.956 13.550 52.149 2.30 0.15 C 53.956 13.138 2.521 14.611 C 0.841 A 27.12 0.763 0.000 0.58 1 1 26.06 T14 40'-20' 30' 1 6 667.289 18.509 A 51.790 14.169 2.49 A 0.734 C 0.583 1 1 42. Inc.000 0.807 T2 280'-260' 0.638 50.674 T4 240'-220' 0.440 2.11 T13 60'-40' 50' 1.356 15.559 29.47 0.733 T3 260'-240' 0.000 B 34.486 0.813 52.790 14.000 0.615 1 1 47.642 52.14 B B 0.603 1 1 47.259 C 0.880 19.332 9 546.78 3.157 2.06 T7 180'-160' 170' 1.819 0.11 A B 0.774 0.43 C 36.301 27.723 0.488 34.90 0.186 0.000 0.125 21.77 T12 80'-60' 70' 1.45 C 26. Job Page ERITower Free-Standing Tower Demo 16 of 80 Project Date C-Concepts.509 A 49.

Wind 60 To Face Section Add Self F e CF RR DF DR AE F w Ctrl.11 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.8 1 37.776 0.683 0.152 2.8 1 39.054 C 0.121 2.719 T2 280'-260' 0.155 2.43 0.39 A 0.820 3.58 0.662 0.586 1 1 66.175 2.8 1 16.662 0.683 C 0.44 0.758 C 0.16 A 0.581 1 1 45.22 A 0.84 5.84 5.582 1 1 80.149 2.729 0.585 0.868 0.763 0.8 1 20.763 0.578 1 1 65.581 1 1 83.776 0.598 0.439 2.729 0.37 1.559 C 0.8 1 49.344 2.882 0.831 0.86 0.586 1 1 66.486 0.254 2.707 0.42 A 0.583 1 1 72.723 0.90 A 0.500 3.15 0.452 3.8 1 42.741 0.155 2.14 B B 0. Inc.438 C 0.500 C 0.583 1 1 76.152 2.16 B B 0.04 0.37 2.124 2.584 0.86 45.004 Sum Weight: 11.8 1 47.603 0.136 2.50 OTM 6542.16 B B 0.584 0.162 2.169 2.157 2.12 A B 0.013 C 0. Elevation Weight Weight a Face c ft K K e ft2 K klf B 0.168 2.78 3.539 0.69 A 0.8 1 16.26 0.06 A 0.42 2.65 3.582 0.78 4.15 B B 0.774 0.452 C 0.125 2.39 2. inc.155 2.598 0.49 0.204 2.8 1 20.203 2.581 0.135 T13 60'-40' 0.846 0.204 2.8 1 26.54 0.302 0.502 2.774 0.71 0.771 0.754 0.8 1 47.701 0.758 3.591 0.17 B B 0.581 0.500 T4 240'-220' 0.158 2.77 3.78 5.898 C 0.8 1 25.583 1 1 72.581 1 1 83.17 B B 0.644 .683 0.584 1 1 69.820 C 0.584 0.707 0.824 0.603 0.625 C 0.8 1 49.579 1 1 58. 12612 W.15 B B 0.171 C 0.313 C 0.90 A 0.96 7.158 2.58 0.585 0.44 A 0.424 0.16 77.898 3.578 1 1 69.054 T3 260'-240' 0.585 0.149 2.56 0.126 2.582 1 1 80.203 2.No Ice .026 T6 200'-180' 0.168 2.8 1 44.13 A 0.591 0.137 2.582 1 1 53.747 0.591 1 1 65.853 2.298 2.132 T11 100'-80' 0.8 1 39.8 1 44.18 B B 0.575 T15 20'-0' 0.8 1 34.149 2.63 0.752 0. Job Page ERITower Free-Standing Tower Demo 17 of 80 Project Date C-Concepts.683 2.698 T10 120'-100' 0.594 0.84 0.8 1 44.149 2.581 0.313 3.577 1 1 72.163 2.864 0.61 A 0.579 1 1 55.8 1 52.12 A B 0.084 0.217 2.041 C 0.583 0.8 1 22.61 A 0.49 A 0.579 1 1 48.234 2.35 0.15 2.84 6.175 2.17 B B 0.041 2.648 0.559 3.591 1 1 57.454 T14 40'-20' 0.70 A 0.181 2.741 0.8 1 52.181 2.13 B B 0.578 1 1 61.771 0. Elevation Weight Weight a Face c ft K K e ft2 K klf T1 300'-280' 0.84 5.225 T7 180'-160' 0.93 0.626 3.817 0.708 T9 140'-120' 0.11 A B 0.31 0.15 2.719 C 0.162 2.424 0.254 2.134 2. horn FAX: (262) 252-3134 Section Add Self F e CF RR DF DR AE F w Ctrl.234 2.47 A 0.626 C 0.96 8.16 B B 0.13 2.217 2.486 0.582 0.388 T12 80'-60' 0.186 0.171 2.96 8.587 1 1 60.615 T5 220'-200' 0.585 0.013 2.138 2.90 kip-ft Tower Forces .395 T8 160'-140' 0.203 2.539 0.583 1 1 76.615 0.584 1 1 69.587 1 1 60.752 0.819 0.24 0.594 0.14 B B 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.591 1 1 65.

204 2.723 0.062 2.60 0.07 0.85 1 35.175 2.581 0.124 2.58 0.96 7. Elevation Weight Weight a Face c ft K K e ft2 K klf T1 300'-280' 0.763 0.577 0.741 0.584 0.8 1 50.582 0.85 1 45.633 C 0.61 A 0.974 C 0.149 2.584 0.8 1 61.8 1 55.42 2.587 0.14 B B 0.85 1 53.70 A 0.50 OTM 5981.298 2.752 0.15 B B 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.584 0.85 1 20.583 0.182 2.12 A B 0.27 0.42 A 0.49 A 0.155 2.080 C 0.747 0.491 C 0.683 0.868 0.61 A 0.85 1 48.591 0.16 B B 0.16 A 0.578 0.85 1 60.583 0.175 2.96 8.701 0.882 0.11 A B 0.15 B B 0.15 B B 0.84 5.741 0.67 0.85 0.771 0.186 0.729 0.8 1 58.594 0.8 1 47.15 B B 0.96 8.158 2.155 2.449 3.13 A B 0.8 1 52.69 A 0.149 2.78 5.598 0.181 2.14 B B 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.424 0.586 0.60 41.591 0.864 0.44 kip-ft Tower Forces .8 1 64.8 1 67.754 0.591 0.152 2.662 0.No Ice .001 T10 120'-100' 0.707 0.13 2.234 2.137 2.543 T4 240'-220' 0.125 2.85 1 45.396 T9 140'-120' 0.85 1 60.370 C 0.85 1 27.370 3.203 2.003 2.15 B B 0.662 0.582 0.54 0.77 3.585 0.8 1 64.8 1 55. Inc.168 2.586 0.846 0.302 0.817 0.236 2.163 2.8 1 59.771 0.974 T3 260'-240' 0.614 T11 100'-80' 0.35 0.578 0.134 2.163 T6 200'-180' 0.915 2.58 0.8 1 59.824 0.8 1 58.996 3.86 0.91 0.539 0.13 B B 0.136 2.39 2.203 2.204 2.584 0.Wind 90 To Face Section Add Self F e CF RR DF DR AE F w Ctrl.16 B B 0.579 0.729 0.598 0.583 0.85 1 17.524 3.344 2. inc.581 0.725 C 0.996 C 0.581 0.594 0.603 0.628 T5 220'-200' 0.491 T2 280'-260' 0. horn FAX: (262) 252-3134 Section Add Self F e CF RR DF DR AE F w Ctrl.44 A 0.18 0.84 5.84 5.8 1 73.78 4.85 1 17.14 B B 0.182 C 0.217 2.85 1 43.831 0.217 2.003 C 0.256 3.776 0.15 2.85 1 38.095 C 0.8 1 55.683 0.78 5.85 1 20.8 1 73. Job Page ERITower Free-Standing Tower Demo 18 of 80 Project Date C-Concepts.8 1 61.486 0.449 C 0.97 0.585 0.204 2. 12612 W.168 2.763 0.582 0.8 1 43.583 0.584 0.584 0.162 2.294 Sum Weight: 11.584 0.095 2.275 2.85 1 50.90 A 0.081 T8 160'-140' 0.63 0.486 0.76 0.915 C 0.583 0.648 0.774 0.961 T14 40'-20' 0.603 0.062 C 0.85 1 26.819 0.85 1 45.84 6.22 A 0.181 2.77 0.309 2.169 2.234 2.69 A 0.37 2.615 0.152 2.437 2.585 0.85 1 23.080 2.578 0.47 A 0.752 0.39 A 0.581 0.85 1 53.05 0.126 2.275 C 0.582 0.65 3.256 .725 2.85 1 40.157 2.8 1 71.581 0.13 A 0.155 2.8 1 71.591 0.90 A 0.216 T12 80'-60' 0.507 T13 60'-40' 0.85 1 41.16 77.8 1 59.591 0.162 2.524 C 0.121 2.85 1 48.540 T7 180'-160' 0.254 2.158 2.85 1 50. Elevation Weight Weight a Face c ft K K e ft2 K klf T8 160'-140' 0.587 0.582 0.138 2.8 1 67.579 0.084 0.15 B B 0.774 0.579 0.8 1 61.204 2.13 B B 0.254 2.37 1.424 0.97 0.149 2.591 0.354 T15 20'-0' 0.15 2.539 0.01 0.707 0.8 1 46.78 3.14 0.06 A 0.

575 C 0.614 1 1 73.76 0.57 0.158 2.85 1 69.584 0.13 A 0.85 1 75.583 0.622 1 1 70.683 0.04 0.683 0.84 6.586 0.126 2.587 0.16 77.30 A 0.85 1 56.175 2.15 0.534 2.606 0.71 5.186 2. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.12 A B 0.942 0.311 0.707 0.136 2.334 T14 40'-20' 0.74 0.581 0.269 2.581 0.662 0.87 A 0.96 A 0.15 B B 0.582 0.47 4.226 3.596 0.22 A 0.85 1 66.15 B .405 2.168 2.34 0.85 1 75.579 0.566 0.971 Sum Weight: 11.259 C 0.584 0.654 1 1 66.532 0.771 0.16 B B 0.86 A 0.95 0.47 A 0.729 0.578 0.196 T6 200'-180' 1.47 1.082 T9 140'-120' 1.01 0.242 2.77 2.50 OTM 6121.811 3.85 1 52.699 0.85 1 73.581 2.658 0.311 0.269 2. horn FAX: (262) 252-3134 Section Add Self F e CF RR DF DR AE F w Ctrl.295 2.383 0.608 1 1 76.846 0.15 2.20 0.614 1 1 73.583 0.Wind Normal To Face Section Add Self F e CF RR DF DR AE F w Ctrl.155 2.729 0.77 2.06 0.175 2.605 0.028 T4 240'-220' 1.56 kip-ft Tower Forces .15 B B 0.543 C 0.954 C 0.936 C 0.246 0.14 B B 0.425 T10 120'-100' 0.864 0.331 C 0.168 2. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.831 0.592 1 1 55.582 0.882 0.607 1 1 85.319 2.84 5.162 2.936 3.85 1 58.16 B B 0.79 6.577 0.59 1 1 25.741 0.13 B B 0.217 2.554 T3 260'-240' 0.86 0.12 A B 0.121 2.612 2.771 0.259 3.383 0.588 1 1 29.578 0.465 2.155 2.88 0.17 2.226 C 0.85 1 54.608 1 1 76.44 A 0.91 42.85 1 66.583 0.197 2.98 0.96 7.22 2.96 8.587 0.18 A 0.35 2.59 1 1 25.With Ice .2 2. 12612 W.73 A 0.664 T13 60'-40' 0.554 C 0.59 1 1 59.868 0.59 1 1 68.162 2.594 1 1 38.543 3.642 0.752 0.85 1 56.586 0.632 1 1 66.588 1 1 29.85 1 61.999 2.579 0.34 A 0.970 2.197 2.85 1 63.824 0.15 2.85 1 61.197 2.578 0.224 T9 140'-120' 0.970 C 0.85 1 44.295 2.761 2.71 5.06 A 0.14 B B 0.274 2.367 0. Job Page ERITower Free-Standing Tower Demo 19 of 80 Project Date C-Concepts.852 0.741 0.15 B B 0.16 B B 0.662 0.209 2. Inc.465 C 0.575 T2 280'-260' 0.274 2.581 C 0.172 0.85 1 63. Elevation Weight Weight a Face c ft K K e ft2 K klf C 0.158 2.246 0.14 B B 0.86 0.632 1 1 66.46 0.259 T12 80'-60' 0.49 0.909 T15 20'-0' 0.748 T5 220'-200' 1.761 C 0.792 T7 180'-160' 1.35 2.752 0.181 2.89 3.11 A B 0.583 0.367 0.155 2.70 A 0.172 0.719 1 1 62.13 2.754 0.707 0.331 3.272 T8 160'-140' 1.582 0.696 2.319 2.124 2.85 1 61.90 A 0.85 1 48.85 1 69. inc.209 C 0.71 7.84 5.70 4.6 1 1 80.595 1 1 51.16 0.14 B B 0.15 B B 0.541 1.607 1 1 85.61 A 0.125 2.606 0. Elevation Weight Weight a Face c ft K K e ft2 K klf T1 300'-280' 0.683 1 1 64.96 8.642 0.585 1 1 33.181 2.186 2.622 1 1 70.85 1 63.209 2.508 2.493 T11 100'-80' 0.134 2.579 0.85 1 49.21 0.999 C 0.84 5.534 C 0.54 0.182 2.85 1 73.66 A 0.587 1 1 38.054 0.

608 0.91 0.597 1 1 86.56 A 0.186 2.632 0.589 1 1 106.595 1 1 90.8 1 62.74 0.246 0.592 0.94 9.622 0.92 0.13 B B 0.59 0.365 C 0.595 0.8 1 33.84 0.172 0.658 0.8 1 65.242 2.311 0.86 A 0.213 2.858 3.174 2.592 1 1 98.15 B B 0.209 2.47 4.438 2.642 0.77 2.942 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.34 A 0.608 0.79 7.582 1 1 90.231 2.704 0.71 7.699 0.166 C 0.8 1 56.Wind 60 To Face Section Add Self F e CF RR DF DR AE F w Ctrl.46 0.555 0.197 2.555 0.8 1 49.14 B B 0.655 2.614 0.73 0.13 0.723 0.535 2.6 0.589 1 1 106.202 2.8 1 74.96 A 0.583 1 1 82.613 0.14 B B 0.227 C 0.16 B B 0.348 2.573 0.87 A 0.115 C 0.79 7.588 0.207 2.739 T2 280'-260' 0.8 1 25.46 0.8 1 77.70 4.115 T3 260'-240' 0.172 0.73 A 0.59 0.65 0.74 42.614 0.541 1.221 2.583 1 1 87.8 1 21.774 . Elevation Weight Weight a Face c ft K K e ft2 K klf B 0.622 0.23 0.607 0.683 0.8 1 61.01 A 0.77 2.074 C 0.47 1.269 2.287 T12 80'-60' 1.588 0.566 0.195 2.213 2.40 OTM 6081.8 1 62.319 2.35 2.14 B B 0.750 3.246 0.383 0.79 8.12 B B 0.613 0.182 2.274 2.587 0.8 1 62.591 1 1 103.169 2.8 1 27.593 1 1 93.8 1 68.46 0.733 0.89 3.195 2.59 0.154 2.207 2.587 1 1 63.595 1 1 90. Inc.74 0.71 5.8 1 34.984 T4 240'-220' 1.495 0.231 2.59 0.21 kip-ft Tower Forces .054 0.852 0.295 2.757 0.8 1 70.729 T6 200'-180' 1.163 2.197 2.94 11.8 1 45. Job Page ERITower Free-Standing Tower Demo 20 of 80 Project Date C-Concepts.8 1 59.242 2.With Ice .12 A B 0.71 102.365 2.750 C 0.8 1 77.652 C 0.70 A 0.074 2.383 0.652 2.584 1 1 77.221 2.15 B B 0.8 1 74.526 0.11 A B 0.505 3. Elevation Weight Weight a Face c ft K K e ft2 K klf T1 300'-280' 0.55 0.169 C 0.39 A 0.519 T9 140'-120' 1.17 2.597 1 1 86.159 2.616 T10 120'-100' 1.587 0.585 1 1 70.158 Sum Weight: 23.66 A 0.744 2. horn FAX: (262) 252-3134 Section Add Self F e CF RR DF DR AE F w Ctrl.505 C 0.367 0.04 0.642 0.186 2.274 2.8 1 25.35 0.405 2.348 C 0.18 2.438 C 0.14 B B 0.719 0.202 2.8 1 65.13 0.311 0.319 2.585 0.858 C 0.399 2.8 1 70.30 A 0.655 C 0.13 B B 0.606 0.596 0.293 2.94 11. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.54 0.35 2.532 0.217 2.367 T8 160'-140' 1. inc.227 2.96 A 0.16 B B 0.18 A 0.509 T11 100'-80' 1.71 5.52 A 0.663 0.592 1 1 98.59 0.8 1 60.573 0.684 0.197 2.8 1 21.2 2. 12612 W.77 0.11 A B 0.06 A 0.15 B B 0.526 0.509 T14 40'-20' 1.169 2.8 1 68.591 1 1 103.42 0.811 C 0.739 C 0.663 0.584 1 1 74.399 C 0.632 0.161 2.171 T15 20'-0' 1.79 6.607 0.18 2.593 1 1 93.269 2.242 2.605 0.12 0.6 1 1 80.8 1 52.367 0.606 0.495 0.22 2.505 T7 180'-160' 1.594 0.295 2.6 0.579 T13 60'-40' 1.59 0.763 T5 220'-200' 1.654 0.

85 1 26.363 C 0.11 A B 0.12 B B 0.85 1 72.85 1 69.186 2.71 0.18 2.35 2. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.46 0.148 2.614 0.6 0.698 C 0.242 2.14 B B 0.594 0.584 0.85 1 26.054 0.622 0.85 1 22.85 1 58.79 7.85 1 79.85 1 80.52 A 0.017 T15 20'-0' 1.642 0.221 2.405 2.685 2.85 1 35.61 0.8 1 75.90 0.197 2.85 1 76.593 0.46 0.52 0.658 0.698 T2 280'-260' 0.34 A 0.588 0.161 2.85 1 80. Elevation Weight Weight a Face c ft K K e ft2 K klf T1 300'-280' 0.563 2.8 1 78.174 2.169 2.096 T6 200'-180' 1.052 C 0.207 2.231 2.596 0.8 1 84.295 2.483 C 0.66 A 0.79 6.17 2.8 1 91.052 2.274 2.526 0.416 2.338 C 0.607 0.71 5.031 2.613 0.563 C 0.274 2.15 0.06 A 0.85 1 63.83 0.588 0.595 0.59 0.148 C 0.794 C 0.495 0.70 A 0.27 38.163 2.14 B B 0.81 0.54 0.684 0.83 0.699 0.6 0. Elevation Weight Weight a Face c ft K K e ft2 K klf T10 120'-100' 1.8 1 88.582 0.14 B B 0.541 1.85 1 22.43 0.573 0.495 0.595 0.85 1 54.85 1 63.85 1 47.71 7.70 4.8 1 88.85 1 51.665 2.79 7.96 A 0.077 T7 180'-160' 1.311 0.600 C 0.719 0.01 A 0.154 2.39 A 0.213 2.607 0.894 2.246 0.197 2.663 0.8 1 94.85 1 35.With Ice . 12612 W.197 2.592 0.172 0.12 B B 0.74 0.584 0.213 2.77 2.85 1 63.592 0.233 C 0.338 2.8 1 94.231 2.231 2.159 2.15 B B 0.59 0.12 A B 0.8 1 81.614 0.606 0.94 9.182 2.094 T8 160'-140' 1.85 1 72.8 1 84.597 0.202 2.94 11.13 B B 0.532 0.59 0.8 1 71.86 A 0.71 102.010 T5 220'-200' 1.660 T9 140'-120' 1.8 1 77.35 2.585 0.613 0.47 1.45 0.587 0.555 0.59 0.246 0.209 2.597 0.585 0.56 A 0.942 0.40 OTM 5646.80 0.794 2.225 T3 260'-240' 0.26 0.311 0.186 2.233 2.13 B B 0. Inc.632 0.8 1 61.400 Sum Weight: 23.031 C 0.608 0.217 2.632 0.221 2.30 A 0.757 0.8 1 67.8 1 64.85 1 76.608 0.47 4.253 T13 60'-40' 1.593 0.73 0.383 0.14 B B 0. Job Page ERITower Free-Standing Tower Demo 21 of 80 Project Date C-Concepts.573 0.98 0.683 0.305 2.85 1 69.495 2.60 0.566 0.85 1 62.606 0.723 0.555 0.14 B B 0.495 C 0.242 2.591 0.495 0.583 0.231 2.18 A 0.597 0.73 A 0. horn FAX: (262) 252-3134 Section Add Self F e CF RR DF DR AE F w Ctrl.13 B B 0.71 5.483 2.66 kip-ft Tower Forces .14 B B 0.367 0.704 0.8 1 78.11 A B 0.125 C 0.22 2.96 A 0.416 C 0.77 2.319 2.87 A 0.367 0.495 0.195 2.597 0.79 8.193 T14 40'-20' 1.319 2.94 11.245 T4 240'-220' 1.8 1 91.85 1 66.207 2.605 0.269 2.172 0.622 0.642 0.89 3.52 A 0.85 1 29.383 0.225 C 0.526 0.269 2.79 7.125 2.595 0.600 2. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.654 0.665 .852 0.85 1 66.295 2.202 2.589 0.589 0.Wind 90 To Face Section Add Self F e CF RR DF DR AE F w Ctrl.587 0.8 1 81.85 1 60. inc.59 0.59 0.2 2.733 0.591 0.583 0.39 0.516 T11 100'-80' 1.195 2.592 0.85 1 61.484 T10 120'-100' 1.15 B B 0.529 T12 80'-60' 1.85 1 79.

733 T3 260'-240' 0.584 0.594 1 1 54.302 0.203 2.022 T14 40'-20' 1.259 C 0.763 0.195 2.09 B B 0.94 11.084 0.85 1 90.90 A 0.774 0.137 2.14 0.615 1 1 47.42 A 0.583 0.39 A 0.06 A B 0.195 2.559 1.Service .582 1 1 53.591 1 1 65.659 C 0.723 0.75 0. Elevation Weight Weight a Face c ft K K e ft2 K klf C 0.149 2.175 2.181 2.08 B B 0.584 0.438 C 0.85 1 74.734 C 0.152 2.583 0.626 1.591 0.69 0.585 0.747 0.207 2.154 2. Elevation Weight Weight a Face c ft K K e ft2 K klf T1 300'-280' 0.85 1 66.704 0.132 T11 100'-80' 0.603 1 1 47.39 2.587 1 1 60.583 1 1 42.585 0.582 1 1 19.69 A 0.702 C 0.155 2.776 0.221 2.136 2.591 1 1 65.662 0.648 1 1 42.59 0.09 B B 0.669 T5 220'-200' 0.592 0.85 1 63.204 2.85 1 78.573 0.395 T8 160'-140' 0.662 0.163 2.51 0.594 1 1 54.79 7.42 2.581 1 1 23.08 B B 0.598 1 1 51.78 3.526 0.452 1.94 11.202 2.486 0.168 2.66 0.78 5.707 0.652 2.152 2.77 3.207 2.149 2.254 2.817 0. inc. Inc.581 1 1 23.90 A 0.589 0.611 C 0.298 2.611 1.85 1 83.438 1.591 0.592 0.163 2.79 8.217 2.60 0.585 0.63 1 1 45.579 1 1 48.80 0.136 C 0.213 2.71 102.202 2.13 B B 0.159 2.539 0.819 0.585 1 1 30.807 T2 280'-260' 0.587 1 1 60.07 A B 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.652 C 0.683 0.733 C 0.58 1 1 29.13 B B 0.85 1 86.84 5.754 0.37 2.70 A 0.213 2.84 5.85 1 83.149 2.56 A 0.161 2.626 C 0.549 2.40 0.613 0.37 1.684 0.834 T13 60'-40' 1.203 2.613 0.591 1 1 57.175 2.07 B B 0.582 1 1 19.582 0.204 2.738 2.16 A 0.575 T6 200'-180' 0.757 0.65 0.526 0.221 2.136 2.13 A 0.81 0.764 T11 100'-80' 1.84 5.486 0.763 0.01 A 0.138 2.06 A 0.39 A 0.593 0.774 0.174 2.234 2.14 B B 0.595 0.440 1.78 4.733 0.13 B B 0.Wind Normal To Face Section Add Self F e CF RR DF DR AE F w Ctrl.573 0.591 1 1 57.969 T12 80'-60' 1.217 2.85 1 80.85 1 69.134 2.555 0.584 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.259 1.738 C 0.559 C 0.539 0.824 0.08 B B 0.424 0.344 2.549 C 0.85 1 94.807 C 0.96 A 0.08 B B 0.55 kip-ft Tower Forces .831 0.157 2.40 OTM 5755.586 1 1 66.61 A 0.584 0. horn FAX: (262) 252-3134 Section Add Self F e CF RR DF DR AE F w Ctrl.701 0. Job Page ERITower Free-Standing Tower Demo 22 of 80 Project Date C-Concepts.683 0.702 2.603 1 1 47.590 Sum Weight: 23.698 T10 120'-100' 0.584 1 1 69.181 2.674 T4 240'-220' 0.58 1 1 26.169 2.85 1 97. 12612 W.75 0.49 A 0.708 T9 140'-120' 0.485 T7 180'-160' 0.254 2.37 0.09 B .59 0.584 1 1 38.88 0.581 1 1 45.424 0.85 1 90.234 2.85 1 97.14 B B 0.918 1.06 A B 0.51 0.61 A 0.586 1 1 66.169 2.734 1.579 1 1 55.14 39.589 0.595 0.85 1 94.26 0.598 1 1 51.74 0.186 0.758 1.190 1.85 1 86.723 0.94 9.59 0.555 0.593 0.65 3.056 T15 20'-0' 1.452 C 0.

581 1 1 83.06 A B 0.157 2.134 2.707 0.603 0.07 B B 0.8 1 22.898 C 0.701 0.37 2.8 1 59.90 A 0.171 1.15 2.8 1 42.846 0.758 C 0.584 0.026 T6 200'-180' 0.868 0.137 2.155 2.19 23.181 2.126 2.013 1.344 2.587 0.162 2.149 2.50 OTM 3338.723 0.594 0.824 0.439 1.78 4.182 C 0.524 C 0.819 0.741 0.747 0.8 1 44.121 2.719 C 0.582 0.820 1.575 T15 20'-0' 0.625 C 0.39 2.8 1 44.55 0.591 0.84 5.583 0.424 0.424 0.579 1 1 58.587 0.579 0.662 0.84 6.16 77.577 1 1 72.163 2.50 0.38 0.041 1.182 1.158 2.582 1 1 80.51 0.77 3.831 0.041 C 0.8 1 61.61 A 0.8 1 58.583 1 1 76.8 1 43.582 0.42 2.204 2.56 0.08 B B 0.579 0.004 Sum Weight: 11.584 0.8 1 50.644 T8 160'-140' 0.06 B B 0.61 0.776 0.585 0.217 2.846 0.152 2.171 C 0.449 C 0.22 A 0.614 T11 100'-80' 0.584 1 1 69.08 B B 0.8 1 37.084 0.581 0.58 0.06 A 0.234 2.155 2.586 0.583 1 1 72.09 B B 0.254 2.313 1.Service .168 2. Job Page ERITower Free-Standing Tower Demo 23 of 80 Project Date C-Concepts.158 2.70 A 0.586 0.302 0.996 1.168 2.152 2.313 C 0.8 1 58.8 1 44.44 A 0. Inc.648 0.882 0.08 0.774 0.298 2.203 2.08 B B 0.62 0.763 0.69 A 0.864 0.454 T14 40'-20' 0.898 1.08 B B 0.729 0.78 3.8 1 52.583 1 1 72.581 0.57 0.054 T3 260'-240' 0.603 0.8 1 55.817 0.203 2.591 0.Wind 60 To Face Section Add Self F e CF RR DF DR AE F w Ctrl.752 0.001 T10 120'-100' 0.149 2.752 0.583 1 1 76.598 0.18 0.388 T12 80'-60' 0.8 1 46.591 0.65 3. inc.598 0.27 0.181 2.771 0.8 1 34.579 0.37 1.8 1 47.42 kip-ft Tower Forces .168 2.449 1.615 T5 220'-200' 0.853 1.719 T2 280'-260' 0.234 2.13 2.683 C 0.013 C 0. horn FAX: (262) 252-3134 Section Add Self F e CF RR DF DR AE F w Ctrl.662 0.8 1 49.8 1 47.96 8.71 0.582 1 1 80. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.578 1 1 61.578 1 1 65.8 1 39.204 2.06 A B 0.175 2.054 C 0.05 A B 0.225 T7 180'-160' 0. Elevation Weight Weight a Face c ft K K e ft2 K klf B 0.16 A 0.486 0.96 8.08 B B 0.155 2.162 2.135 T13 60'-40' 0.13 A 0.500 T4 240'-220' 0.136 2.774 0.169 2.683 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.729 0.63 0.820 C 0.149 2.8 1 25.61 A 0.582 0. Elevation Weight Weight a Face c ft K K e ft2 K klf T1 300'-280' 0.49 A 0.07 B B 0.217 2.86 0.65 0.07 B B 0.08 B B 0.8 1 26.78 5. 12612 W.500 1.45 0.486 0.8 1 59.594 0.8 1 55.584 0.58 0.96 7.08 B B 0.216 .707 0.996 C 0.8 1 49.754 0.500 C 0.683 1.8 1 61.539 0.584 0.254 2.683 0.585 0.42 A 0.591 0.138 2.39 A 0.124 2.8 1 16.539 0.30 0.125 2.741 0.47 A 0.578 1 1 69.84 5.13 2.15 2.581 0.763 0.84 5.8 1 39.581 1 1 83.8 1 20.524 1.396 T9 140'-120' 0.8 1 16.707 0.8 1 47.175 2.502 1.771 0.615 0.90 A 0.584 0.8 1 20.585 0.186 0.8 1 52.

591 0.63 0.175 2.583 0.77 3.78 4.437 1.084 0.85 1 26.85 1 23.07 B B 0.752 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.Wind 90 To Face Section Add Self F e CF RR DF DR AE F w Ctrl.47 A 0.162 2.Service .936 1. 12612 W.662 0.137 2.003 1.16 A 0.155 2.168 2.84 21.581 0.095 1.39 A 0.08 B B 0.587 0.424 0.85 1 60.331 .725 C 0.584 0.234 2.155 2.162 2.486 0.817 0.298 2.96 8.763 0.136 2.936 C 0.543 T4 240'-220' 0.234 2.85 1 45.85 1 63.8 1 52.60 0.13 2.15 2.157 2.8 1 67.08 B B 0.85 1 38.707 0.628 T5 220'-200' 0.42 2.256 1.729 0.07 B B 0.85 1 48.85 1 17.648 0.594 0.224 T9 140'-120' 0.85 1 50.46 0.226 1.723 0.06 A B 0.08 B B 0.662 0.603 0.344 2. Elevation Weight Weight a Face c ft K K e ft2 K klf T1 300'-280' 0.729 0.22 A 0.85 1 53.65 3.84 6.85 1 56.633 C 0.587 0.47 A 0.08 B B 0.683 0.771 0.20 0.701 0.29 0.491 T2 280'-260' 0.169 2.32 0.13 A 0.771 0.152 2.85 1 20.85 1 61.204 2.06 A B 0.85 1 66.846 0.78 3.8 1 55.149 2.78 5.578 0.61 A 0.275 1.776 0.85 1 63.8 1 59.741 0.85 1 40.8 1 73.741 0.39 2.138 2.254 2.85 1 56.831 0.168 2.44 A 0. Job Page ERITower Free-Standing Tower Demo 24 of 80 Project Date C-Concepts.583 0.226 C 0.85 1 48.579 0.540 T7 180'-160' 0.163 2.8 1 64.486 0.85 1 52.08 B B 0.07 B B 0.85 1 17.85 1 45.126 2.8 1 73.507 T13 60'-40' 0.55 0.07 B B 0.41 0.08 B B 0.149 2.8 1 71.579 0.302 0.615 0.61 0.254 2.591 0.578 0.729 0.125 2. inc.725 1.584 0. Elevation Weight Weight a Face c ft K K e ft2 K klf T12 80'-60' 0.585 0.85 1 50.07 B B 0.134 2.707 0.121 2.584 0.882 0.85 1 53.37 2.05 A B 0.583 0.96 7.42 A 0.598 0.581 0.491 C 0.683 0.370 1.58 0.8 1 64.217 2.85 1 44.163 T6 200'-180' 0.579 0.275 C 0.48 0.37 1.425 T10 120'-100' 0.603 0.86 0.585 0.539 0.763 0.203 2.175 2.08 B B 0.583 0.84 5. Inc.49 A 0.354 T15 20'-0' 0.309 1.84 5.51 0.149 2.774 0.70 A 0.582 0.581 0.594 0.582 0.080 1.754 0.09 0.331 1.85 1 60.162 2.259 T12 80'-60' 0.58 0.155 2.69 A 0.819 0.204 2.582 0.582 0.85 1 45.584 0.07 B B 0.36 0.84 5.16 77.080 C 0.236 1.61 A 0.67 0.424 0. horn FAX: (262) 252-3134 Section Add Self F e CF RR DF DR AE F w Ctrl.774 0.062 C 0.586 0.85 1 35.85 1 48.186 0.581 0.583 0.583 0.747 0.003 C 0.85 1 66.974 T3 260'-240' 0.85 1 27.081 T8 160'-140' 0.181 2.868 0.961 T14 40'-20' 0.85 1 49.181 2.974 C 0.729 0.591 0.581 0.50 OTM 3051.15 2.062 1.8 1 67.582 0.8 1 61.85 1 20.96 8.85 1 41.84 6.584 0.370 C 0.915 C 0.578 0.85 1 61.915 1.543 C 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.752 0.217 2.864 0.493 T11 100'-80' 0.85 1 43.294 Sum Weight: 11.203 2.158 2.586 0.543 1.8 1 71.53 0.124 2.56 0.583 0.158 2.90 A 0.256 C 0.539 0.577 0.152 2.162 2.824 0.095 C 0.41 0.598 0.14 kip-ft Tower Forces .591 0.06 A 0.90 A 0.585 0.

33 -560.42 150 Wind 90 2.20 -549. Job Page ERITower Free-Standing Tower Demo 25 of 80 Project Date C-Concepts.96 7.99 317.578 0.23 -647.47 -2.83 -1.18 2.15 2.85 1 61.27 2.05 -316.14 -2.16 77.61 -0.00 -0.31 120 Wind Normal 2.88 240 Wind Normal 2.03 0.868 0.63 0.971 Sum Weight: 11.999 C 0.35 2.35 0.04 549.54 0.16 -1.14 -1.00 150 Wind 90 2.33 635.49 635. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.121 2.69 -1.35 -2.23 0.94 180 Wind 60 2.58 240 Wind Normal 2.54 0.02 581. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft T1 300'-280' 0 Wind Normal 2.25 -517.00 330 Wind 90 2.158 2.94 300 Wind 60 2.30 -2.54 -1.54 1.65 -538.31 30 Wind 90 2.24 -311.68 -671.583 0.18 -2.27 -2.86 0.14 2.85 1 58.92 -1.32 -539.08 B B 0.80 0.96 310.35 -1.752 0.34 335.00 150 Wind 90 2.17 -0.00 -0.771 0.96 8.94 T3 260'-240' 0 Wind Normal 2.95 1.97 529.07 -1.534 1.31 0.85 1 75.38 317.11 611.741 0.999 1.60 210 Wind 90 2.882 0.31 623.96 8.86 -298.14 1.71 kip-ft Mast Vectors .65 539.581 0.44 -506.49 -633.No Ice Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.582 0.864 0.00 -2.85 1 54.00 -1.741 0.85 536.22 578.04 -550.54 -2.20 548.47 -667.12 323.664 T13 60'-40' 0.00 -0.31 300 Wind 60 2.771 0.00 -2.71 270 Wind 90 2.85 1 69.75 0. Inc.534 C 0.14 0.43 30 Wind 90 2.577 0.32 1.00 -1.07 1.31 2.22 A 0.16 -1.27 -2.85 1 69.93 1.85 1 63.23 -1.38 -1.85 536.33 560.79 120 Wind Normal 2.68 2.93 -1.24 333.80 -0.48 1.20 548.32 1.582 0.05 -305.41 0.49 0.84 90 Wind 90 2.54 2.23 1.49 0.581 C 0.79 180 Wind 60 2.50 OTM 3123. inc.126 2.00 -0.44 A 0.35 0.22 -577.11 0.20 -549.47 2.47 0.04 1.27 -293.38 -316.909 T15 20'-0' 0.00 330 Wind 90 2.49 621.57 -0.79 300 Wind 60 2.96 -309.18 -2.85 1 73.581 1.79 T2 280'-260' 0 Wind Normal 2.44 210 Wind 90 2.07 B B 0.85 1 73.00 -1.05 -305.14 1.69 -1.42 21.04 549.80 -1.35 210 Wind 90 2.00 -2.125 2.00 -0.158 2.11 0.36 .62 180 Wind 60 2.16 -312.27 620.15 0.752 0.35 -1.70 A 0. 12612 W.07 1.49 0.11 1.98 1. horn FAX: (262) 252-3134 Section Add Self F e CF RR DF DR AE F w Ctrl.155 2.85 -537.31 1.33 -634.65 1.583 0.25 -0.69 0.95 0.16 -312.35 90 Wind 90 2.00 -2.27 -619.39 330 Wind 90 2.15 2.65 -0.79 -1.46 0.27 2.58 -1.07 -1.581 0.58 1.14 1.155 2.43 270 Wind 90 2.51 310.67 1.11 0.33 0.68 -2.24 -311.69 0.49 2.00 -0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.02 -580.54 -1.14 -1.82 0.12 323.07 B B 0.95 -0.82 0.60 1.93 60 Wind 60 2.94 120 Wind Normal 2.124 2.51 -309.49 -2.85 -537.88 60 Wind 60 2.35 1.34 335.334 T14 40'-20' 0.97 -529.58 60 Wind 60 2.54 2.93 240 Wind Normal 2.00 2.14 0.24 333.99 -316.87 -0.11 -1.98 317.63 60 Wind 60 2.98 270 Wind 90 2.71 30 Wind 90 2.68 0.80 1.14 1.93 1.75 -633.05 317.44 0.56 30 Wind 90 2.578 0.18 2.55 1.578 0.98 -316.50 0.35 1.32 540.85 1 75.55 -1.95 0.62 T4 240'-220' 0 Wind Normal 2.00 2.51 0.54 1.83 -1.00 2.31 -2.60 90 Wind 90 2.04 -550.20 -1.48 -1. Elevation Weight Weight a Face c ft K K e ft2 K klf C 0.

66 -290.78 -552.78 150 Wind 90 2.18 2.62 120 Wind Normal 3.00 -0.10 1.50 2.27 1.01 3.05 0.47 -0.54 0.42 -270.78 265.60 -2.13 -1. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.05 -0.49 413.20 -298.63 -343.00 2.95 -2.12 0.60 -1.40 466.96 1.40 -467.00 -2.00 -0.91 1.78 552.60 -0.07 -0.11 -0.54 -1.26 30 Wind 90 3.71 -2.39 270 Wind 90 3.35 330 Wind 90 2.80 1.44 1.72 300 Wind 60 3.25 -517.56 -3.77 1.00 3.01 1.91 1.64 330 Wind 90 2.60 441.64 -2.01 T8 160'-140' 0 Wind Normal 3.40 502.52 477.97 -1.00 -1.01 0.00 2.47 120 Wind Normal 3.56 0.33 90 Wind 90 3.83 596.70 1.61 60 Wind 60 2.27 0.55 1.27 1.57 330 Wind 90 3.95 -620.51 -0.00 -0.28 210 Wind 90 2.34 -1.36 -276.35 -284. 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 90 Wind 90 2.95 492.38 2.13 180 Wind 60 2.27 -3.56 295.93 497.27 30 Wind 90 3.84 -2.43 245.56 0.40 -504.27 -1.75 -2.49 240 Wind Normal 2.60 1. inc.77 -2.04 3.24 2.50 -2.22 210 Wind 90 3.77 300 Wind 60 2.80 1.26 0.93 0.59 -513.75 2.23 30 Wind 90 2.55 1.21 210 Wind 90 2.12 -0.38 -0.64 2.00 -0.29 -1.01 0.57 1.36 276.27 0.57 -1.47 300 Wind 60 2.82 462.84 0.52 -479.67 -1.35 -284.59 513.20 -1.83 -597.67 -0.86 180 Wind 60 2.77 0.06 -0.67 -0.38 -547.60 -443.36 150 Wind 90 2.95 -492.56 295.47 309.38 -2.13 -1.38 1.50 2.18 -2.37 315.14 90 Wind 90 2.75 150 Wind 90 3.00 -3.48 150 Wind 90 2.16 -0. 12612 W.25 516.54 584.29 -1.01 180 Wind 60 2.77 120 Wind Normal 2.52 -479.95 -491.56 3.40 0.91 -2.27 1.60 2.26 270 Wind 90 2.38 -2.92 180 Wind 60 2.24 -476.49 270 Wind 90 3.68 60 Wind 60 2.54 -2.06 -0.25 -1.36 -0.70 1.30 -2.40 -504.60 -255.35 300 Wind 60 2.91 0.71 567.25 516.80 .81 -276.70 581.77 2.00 -3.87 -255.04 -395.77 1.56 1.01 -3.91 2.40 1.00 -0.42 -270.81 276.84 424.04 90 Wind 90 2.07 T9 140'-120' 0 Wind Normal 3.17 1.08 1.20 298.06 0.71 2.04 1.45 -2.40 90 Wind 90 3.66 290.27 1.00 -0.36 -0.93 -2.61 240 Wind Normal 3.52 -2.56 60 Wind 60 2.87 255.46 -1.48 -193.55 -1.44 1.00 -3.05 -1.13 T5 220'-200' 0 Wind Normal 2.03 -536.86 -511.82 -462.22 30 Wind 90 2.75 -1.26 -424.71 0.38 547.41 1.92 T7 180'-160' 0 Wind Normal 3.07 180 Wind 60 3.59 -239.80 -1.27 -1.26 0.56 240 Wind Normal 3.25 30 Wind 90 3.54 0.18 1.84 2.47 309.60 255.00 -0.49 -413.99 431.65 60 Wind 60 3.54 -1.93 2.30 2.91 0.86 511.84 538.24 -551. Inc.67 -0.91 -1.54 1.01 1.01 1.60 -443.44 506.60 0.06 290.70 1.51 -0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.60 -1.56 -534.53 -1.24 210 Wind 90 3.86 T6 200'-180' 0 Wind Normal 3.67 -1.00 -3.05 0.43 -245.70 -581.00 -0.84 -426.59 -239.56 0.77 -1.52 477.91 1.58 1.66 -1.62 274.24 476.47 -249.75 -1.84 424.60 441.24 0.99 -431.60 0.00 2.38 2.38 -0.38 1.06 -290.46 -1.35 120 Wind Normal 2.91 -1.18 476.64 -0.48 330 Wind 90 3.00 -0.34 -1.82 -333.30 2.14 1.24 -2.61 -1.65 240 Wind Normal 3.64 2.08 1.97 2.06 0.50 -2.34 245.40 502.25 330 Wind 90 2.47 270 Wind 90 2.66 -0.18 0.47 -249.22 -1.95 0.54 -1.84 -426.00 2.62 274.27 -293.13 270 Wind 90 2.45 -2.62 300 Wind 60 2.86 298.49 60 Wind 60 2.95 491.18 -197.37 -1.37 315.12 2.26 90 Wind 90 3.38 -1.06 0.56 0.01 -1.12 -1.03 536.27 3.26 0.64 150 Wind 90 3.45 2.12 -593.77 -1.78 -0.05 -0.00 -0.77 0.12 -2.20 210 Wind 90 2.04 0.34 -245.63 240 Wind Normal 2.45 2.95 2. Job Page ERITower Free-Standing Tower Demo 26 of 80 Project Date C-Concepts.01 -1.72 120 Wind Normal 3.64 -2.78 265.

62 1.72 -246.94 -1.67 2.04 395.42 -2.04 -92.48 -105.09 1.65 184.96 -292.72 187.24 180 Wind 60 2.00 120 Wind Normal 3.85 0.22 -283.79 -1.93 141.30 30 Wind 90 3.04 -3.95 120 Wind Normal 3.70 270 Wind 90 2.95 1. inc.20 267.06 3.72 270 Wind 90 3.96 292.00 -1.57 -2.79 330 Wind 90 3.57 2.80 0.06 73.97 -2.47 -1.75 60 Wind 60 3.75 240 Wind Normal 3.34 1.06 -0.74 60 Wind 60 2.82 333.31 -214.00 -1.52 2.65 -186.53 -169.93 107.60 -1.75 240 Wind Normal 3.67 115.16 -179.00 300 Wind 60 2.15 -1.74 300. horn FAX: (262) 252-3134 Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.54 90 Wind 90 3.13 -347.15 -3.00 -1.09 -197.00 -1.43 -310.74 300.06 -3.16 0.26 2.29 30 Wind 90 3.74 -302.44 -379.53 -169.25 210 Wind 90 3.48 -105.12 180 Wind 60 2.09 0.76 0.55 126.00 -3.26 73.63 1.76 2.30 30 Wind 90 2.43 -1.95 -1.43 2.06 -1.04 -1.66 -1.63 210.53 2.43 -72.00 1.25 2.64 1.22 283.09 -0.91 .91 120 Wind Normal 3.00 3.80 1.52 -138.90 1.81 330 Wind 90 3.82 -202.31 214.79 -0.29 -173.93 -107.00 -3.08 -0.80 300 Wind 60 2.27 210 Wind 90 3.62 0.04 0.00 -3.17 -0.04 1.00 -1.20 -267.32 1.72 240 Wind Normal 3.72 -246.02 173.97 -2.19 -2.95 2.80 1.55 -2.07 0.98 300 Wind 60 3.49 -82.47 2.71 123.66 270 Wind 90 3. 12612 W.96 -2.68 240 Wind Normal 3.82 1.00 3.44 -2.53 -2.00 -1.57 -1.55 126.26 210 Wind 90 3.95 0.00 -3.47 -237.00 150 Wind 90 2.91 300 Wind 60 3.00 -3.63 210.05 2.97 384.48 140.97 1.29 30 Wind 90 2.74 270 Wind 90 3.95 -2.72 60 Wind 60 3.82 1.22 -0.85 2.65 184.90 1.35 2.35 -235.55 -129.47 -2.16 -3.93 -141.07 0.47 1.75 60 Wind 60 2.15 -1.57 -1.62 79.65 -186.92 -1.61 -1.35 -2.13 347.48 -140.06 -73.31 -1.52 2.15 1.76 330 Wind 90 2.53 2.76 1.47 2.06 0.72 153.01 -1. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.50 90 Wind 90 2.80 1.63 341.07 2.52 -2.05 273.16 0.80 1.51 -0.47 -1.02 150 Wind 90 3.65 330 Wind 90 3.71 -123.00 2.95 1.74 240 Wind Normal 3.97 0.00 2.74 330 Wind 90 3.61 -0.68 1.07 -0.24 2.00 -1.72 243.05 -2.58 -0.26 -0.46 1.62 -0.42 90 Wind 90 2.02 -173.85 -2.63 -343.74 -302.97 0.48 90 Wind 90 3.16 1. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft 120 Wind Normal 3.97 206.64 -1.88 327.57 -2.23 180 Wind 60 3.26 -2.85 120 Wind Normal 3.40 -147.15 0.08 0.12 T10 120'-100' 0 Wind Normal 3. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.70 60 Wind 60 2.43 1.95 300 Wind 60 2.04 -1.21 180 Wind 60 2.44 2.52 44.06 -1.67 115.25 -1.00 1.00 2.88 -327.17 -0.37 -141.07 -79.53 -2.52 90 Wind 90 3.40 1.66 -1.04 0.82 202.72 153.43 0.48 -193.63 341.46 -1.16 -1.04 150 Wind 90 3.57 -1.09 0.19 T11 100'-80' 0 Wind Normal 3.15 3.16 3.06 0.04 2.16 -1.00 -1.58 2.27 210 Wind 90 2.47 -2.98 1.15 -1.94 -0.60 -1.95 -1.72 243.08 -0.19 180 Wind 60 3.64 -1.54 270 Wind 90 3.97 2.37 141.32 1.24 T13 60'-40' 0 Wind Normal 3.95 0.07 -2.79 -1.00 -1.58 -2.50 -1.95 -1.55 -129.00 -1.46 0.07 336.08 -0.75 -366.26 -73.23 T12 80'-60' 0 Wind Normal 3.58 2.31 30 Wind 90 3.81 150 Wind 90 3.97 1.06 1.29 173.84 1.23 -41.31 107.27 210 Wind 90 3.78 1.52 -69.44 0.62 79.52 -0.47 237.85 141.16 179.75 366.43 -2.58 -2.91 -1.40 147.47 0.35 0.09 197. Inc.15 1.24 0.98 1.38 -2.51 -0.78 1.21 T14 40'-20' 0 Wind Normal 3. Job Page ERITower Free-Standing Tower Demo 27 of 80 Project Date C-Concepts.52 -138.24 -2.31 -107.05 0.08 0.43 -72.09 0.72 187.57 2.39 -73.25 -0.06 1.16 1.98 120 Wind Normal 3.24 -163.48 -1.82 -1.38 -0.18 197.01 1.95 150 Wind 90 3.33 -41.15 0.

06 -308.17 -1.74 1.52 44.32 1.45 300 -35.00 2. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.70 240 Wind Normal 3.00 5667.48 1.52 90 Wind 90 2.No Ice Wind Vx Vz OTMx OTMz Torque Azimuth deg K K kip-ft kip-ft kip-ft 0 0.43 60 35.84 -1.91 330 -21.76 26.93 19.27 210 Wind 90 2.79 -1.61 -310.15 T15 20'-0' 0 Wind Normal 3.00 23.33 -14.72 -3005.09 -0.43 2.67 78.67 -2.89 -20.17 1.23 41.85 300 Wind 60 2.13 0.76 -2.17 -14.08 -0.71 60 Wind 60 2.98 300 Wind 60 2.39 -1.15 0.00 -1.15 180 Wind 60 2.90 -6557.58 -28.86 0.02 180 0.62 270 Wind 90 2.41 1.67 11.07 1.52 69.89 1.63 24.28 -36.00 -2.31 90 42.18 0.45 120 39.86 300 Wind 60 2.10 0.00 -1.28 0.31 3061.28 36.24 -11.54 -0.91 1. Job Page ERITower Free-Standing Tower Demo 28 of 80 Project Date C-Concepts.33 14.72 -1.73 1.91 1.86 -539.48 -26.79 330 Wind 90 2.96 -310.15 2.56 -22.15 -33.39 -0.18 -1.00 -5665.15 0.17 27.11 319. 12612 W.47 90 Wind 90 2.04 -2.86 180 Wind 60 2.25 210 Wind 90 2.31 30 Wind 90 2.43 240 -39.22 5180.13 0.86 -2.28 36.89 -554.00 -14.31 -3060.18 1.38 -15.23 180 Wind 60 2.38 23.68 623.47 210 Wind 90 2.85 -5316.00 -1.88 0.38 -15.57 -0.38 -2.21 -641.00 -0.67 13.82 1.53 270 Wind 90 2.22 -5179.00 -1.With Ice Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.61 312.44 5967.00 .15 2.73 1.40 210 -21.10 -0.00 -14.71 240 Wind Normal 2.17 -27.56 0.00 2.76 0.15 1.76 1.42 6122.68 -621.02 Mast Vectors .39 70.11 319.23 Mast Totals .96 -532.38 -2.81 1. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft 150 Wind 90 2. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft T1 300'-280' 0 Wind Normal 2.13 615.21 1.07 -1.43 -2.21 -1.89 -20.56 270 -42.56 0.85 5287.76 -2.32 0.15 0.48 23.24 -41.05 150 Wind 90 2.15 1.07 78.48 23.81 1.75 22.00 150 Wind 90 2.02 -0.16 3061.24 -13.42 -6121.89 556.13 1.75 60 Wind 60 2.52 1.38 2.72 -3005.86 -1.39 70.86 538.51 -1.95 3257.74 270 Wind 90 2.76 -1.86 2.76 -1.72 1.84 -1.39 -73.85 -5316.58 28.53 30 Wind 90 2.95 3257.19 1.07 1.21 0.86 0.38 2.19 0. horn FAX: (262) 252-3134 Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.24 41.76 0.49 82.16 -3060.43 -2.15 -1.06 -308.15 -2.96 535.67 0.86 1. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.15 -2.39 -1.31 -1.00 2.39 -1.76 2.19 -24.28 -36.68 -1.00 -0.00 -45. Inc.67 330 Wind 90 2.58 14.86 538.00 41.86 -1.07 0.58 14.43 2.50 -21.98 120 Wind Normal 3.17 0.25 1. inc.17 14.86 1.75 22.36 30 21.38 -24.75 240 Wind Normal 3.63 1.00 -3.48 -26.20 150 21.13 -1.86 120 Wind Normal 2.85 5287.33 -41.

00 -2.43 -0.35 -2.26 210 Wind 90 2.82 2.49 -0.25 470.27 -269.34 150 Wind 90 2.21 -279.45 -1.96 1.82 -608.01 60 Wind 60 2.00 330 Wind 90 2.45 -1.45 0.45 2.88 -2.23 2.21 -595.73 480.03 1.37 1.07 306.42 472.63 -257.22 -0.99 90 Wind 90 2.23 1.56 -1.00 2.35 444.62 -0.95 -1.32 120 Wind Normal 2.79 -515.30 2.35 2.03 60 Wind 60 2.00 -2.21 -1.65 T4 240'-220' 0 Wind Normal 2.26 -2.44 271.57 2.42 -1.95 .89 -282.37 285. Job Page ERITower Free-Standing Tower Demo 29 of 80 Project Date C-Concepts.71 -1.25 -546.18 -295.30 -1.04 -1.09 90 Wind 90 2.30 -2.00 -0. Inc.80 270 Wind 90 2.89 T6 200'-180' 0 Wind Normal 2.49 -0.95 180 Wind 60 2.23 601.94 90 Wind 90 2.21 -1.71 -1.21 -279.67 0.60 2.93 -1.04 -1.43 300 Wind 60 2.18 -295.36 1.49 -624.00 -1.48 541.42 0.49 2.26 -1.16 -297.37 285.00 -1.84 -1.07 -1.11 -301.33 -253.62 544.81 -498.25 310.74 2.86 T2 280'-260' 0 Wind Normal 2.23 0.23 1.60 -1.74 -576.35 -2.55 -2.35 -447.20 -0.29 293.89 281.51 -0. 12612 W.03 0.29 293.00 -1.13 -490.57 -1.39 2.37 -1.35 0.06 -257.55 533.61 60 Wind 60 2.35 586.26 -507.71 2.96 0.30 2.49 -2.06 270 Wind 90 2.00 150 Wind 90 2.16 1.07 515.91 -282.19 2.57 -2.18 270 Wind 90 2.96 527.26 0.35 2.78 1.23 2.19 0.73 -481.80 0.74 299.32 300 Wind 60 2.37 1.42 -1.72 90 Wind 90 2.14 -1.39 0.10 1.91 281.57 -0.16 180 Wind 60 2.30 -1.10 -2.42 2.25 -473.00 180 Wind 60 2.07 -1.15 -1.14 1.15 -463.00 -0.62 -0.65 502.13 -1.44 150 Wind 90 2.99 1.25 310.42 -473.95 -1.00 -1.07 515.39 0.20 2.35 330 Wind 90 2.46 150 Wind 90 2.21 1.35 2.26 1.61 -272.77 300 Wind 60 2.42 330 Wind 90 2.19 -2.32 210 Wind 90 2.60 -1.60 1.88 2.28 1.21 598.74 -297.17 315. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.13 -490.67 -0.99 564.35 -447.09 -1.74 0.88 0.36 -272.76 1.60 0.33 -253.27 -269.13 1.35 444.99 -564.00 -1.65 180 Wind 60 2.66 330 Wind 90 2.00 2. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft 330 Wind 90 2.07 -303.00 120 Wind Normal 2.61 272.35 90 Wind 90 2.09 -1.77 120 Wind Normal 2.22 1.13 -1.34 2.60 0.49 1.23 1.43 240 Wind Normal 2.62 30 Wind 90 2.62 1.34 0.80 30 Wind 90 2.16 299.93 436.73 -0.71 0.71 1.26 510.34 30 Wind 90 2.65 2.11 -301.26 210 Wind 90 2.55 0.42 553.45 1.77 150 Wind 90 2.01 240 Wind Normal 2.71 -1.93 -436.99 1.28 30 Wind 90 2.86 -539.49 240 Wind Normal 2.89 1.15 463.52 -0.94 -1.96 1.00 -2. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.16 T5 220'-200' 0 Wind Normal 2.96 527.13 486.30 -2.25 -473.25 470. inc.00 -1.23 2.07 -518.06 270 Wind 90 2.93 -1.72 210 Wind 90 2.71 -2.45 -2.44 271.34 -2.61 240 Wind Normal 2.60 1.60 1.49 1.96 -528.00 -2.26 1.23 -0.22 0.26 0.00 -2.49 0.84 -519.28 30 Wind 90 2.23 -2.10 0.00 300 Wind 60 2.23 -2.36 -2.89 180 Wind 60 2.16 1.43 120 Wind Normal 2.81 497.17 315.19 -2.57 0.88 -548.45 1.85 512.26 2.36 1.51 1.36 -1.82 610.72 -303.00 -1.48 -538.39 -2.25 330 Wind 90 2.49 60 Wind 60 2.19 2.96 -528.82 -0.73 -0.39 1.23 -1.44 270 Wind 90 2.23 -1.31 -0.20 -1.72 306.96 312.43 60 Wind 60 2.42 1.87 1.00 T3 260'-240' 0 Wind Normal 2.62 -545.63 257.65 0.42 -2.00 2.38 120 Wind Normal 2.06 257.39 1.25 548.34 -632.39 -1.26 -1.60 -0.60 -2.79 514.53 210 Wind 90 2.03 1.07 -518.03 -1.57 -593.45 0.71 0.28 0.38 300 Wind 60 2.65 -2.36 272.03 240 Wind Normal 2.28 0.71 1.23 0.00 2.60 1.74 -2.19 0.55 2. horn FAX: (262) 252-3134 Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.84 522.13 486.13 1.49 -0.39 -1.35 -2.85 -512.31 0.00 -1.00 2.

69 120 Wind Normal 3.94 300 Wind 60 2.62 150 Wind 90 2.24 180 Wind 60 2.98 -1.00 -3.29 -269.77 358.12 -2.80 -2.80 1.20 1.13 -2.54 129.26 -184.82 -1.11 T9 140'-120' 0 Wind Normal 3.41 90 Wind 90 2.45 316.88 -2.40 2.73 462.49 -2. 12612 W.46 -1.45 -1.49 2.50 237.43 -1.87 1.77 2.00 2.00 474.51 -237.67 -0.56 270 Wind 90 2.34 0.56 169.45 2.24 1.27 1.24 -0.45 -2.61 1.00 -3.81 249.00 -3.33 30 Wind 90 2. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft T7 180'-160' 0 Wind Normal 2.77 -2.34 -0.73 -0.88 -1.37 -1.51 -1.44 2.00 -2.20 90 Wind 90 2.12 0.81 330 Wind 90 2.76 300 Wind 60 2.08 -0.83 308.00 -2.58 330 Wind 90 2.98 2.60 1.82 -259.49 251.90 -1.88 1.90 0.52 -1.98 1.88 0.27 377.40 242.98 0.90 -1.80 -1.42 -2.62 319.98 2.44 -184.11 180 Wind 60 2.71 1.69 300 Wind 60 2.80 -1.07 -219.90 1.40 1.90 1.66 60 Wind 60 2.12 -416.83 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.49 -2.08 -1.60 238.50 -227. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.40 -2.81 -2.24 0.93 -0.29 210 Wind 90 2.45 -321.42 -413.46 90 Wind 90 2.59 300 Wind 60 2.32 0.33 -160.54 223.37 -1.90 2.81 0.82 259.08 -1.00 -2. Inc.54 -130.50 221.40 -1.32 -0.31 30 Wind 90 2.81 2.88 1.58 385.75 330 Wind 90 2.16 438.58 1.01 -393.70 -0.49 2.20 -2.33 90 Wind 90 2.79 1.34 210 Wind 90 2.44 1.00 -3.09 159.64 60 Wind 60 2.21 -2.33 159.05 180 Wind 60 2.44 2.16 -438.52 -1.79 0.00 -1.16 T10 120'-100' 0 Wind Normal 3.82 -1.13 0.83 -1.37 -234.37 30 Wind 90 2.00 2. Job Page ERITower Free-Standing Tower Demo 30 of 80 Project Date C-Concepts.38 -402.31 270 Wind 90 2.30 210 Wind 90 2.59 120 Wind Normal 2.49 330 Wind 90 2.89 -130.64 1.12 415.60 238.58 -389.20 -447. horn FAX: (262) 252-3134 Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.00 -475.16 180 Wind 60 2.31 -0.38 -0.51 193.00 -2.45 -220.77 0.20 -482.88 2.52 -279.40 270 Wind 90 2.28 T12 80'-60' 0 Wind Normal 3.56 137.44 1.84 -0.29 0.50 221.27 -0.01 150 Wind 90 2.35 210 Wind 90 2.27 -1.64 311.14 223.94 150 Wind 90 2.80 0.00 2.98 1.54 -223.56 169.83 0.45 2.45 -2.62 270 Wind 90 2.13 1.27 -377.62 -319.40 -243.42 -158.00 -2.05 -0.98 0.70 1.44 -2.83 1.00 -2.88 120 Wind Normal 3.44 0.25 338.37 -234.40 -1.88 300 Wind 60 2.12 -283.20 0.04 -215.38 402.45 -1.64 240 Wind Normal 3.98 -508.36 1.52 274.09 -160.90 -2.32 210 Wind 90 2.47 -1.77 1.40 -129.40 -129.90 -1.95 -1.44 -2.99 1.07 218.98 0.32 1.88 1.88 -1.51 237.65 330 Wind 90 2.54 240 Wind Normal 2.40 2.25 -339.73 2.37 0.40 0.73 -1.52 -279.40 -2.01 -2.60 60 Wind 60 2.71 1.66 240 Wind Normal 3.89 129.42 409.77 1.42 2.57 60 Wind 60 2.38 -1.80 1.39 .80 0.90 -0.78 -0.64 -312.01 0.05 T8 160'-140' 0 Wind Normal 3.66 -0.88 0.72 -0.44 183.04 0.60 240 Wind Normal 3.27 -0.13 -346.34 1.39 -182.35 30 Wind 90 2.83 1.58 -389.53 -1.40 -1.91 -2.26 183.29 269.83 -1.42 2.41 -368.92 1.97 -1.41 297.91 0.90 0.45 -220.00 -2.41 367.41 -298.29 -0.83 -2.00 -2.45 270 Wind 90 2.34 0.12 2.00 -3.79 150 Wind 90 2.98 -1.91 2.98 -2.83 2.42 -413.45 -321.20 2.52 274.73 0.00 2.08 -0.43 -1.57 240 Wind Normal 3.00 -2.56 137.98 1.00 2.00 -2.50 -237.42 -158.39 30 Wind 90 2.80 2.28 180 Wind 60 2.39 -182.18 -1.73 -2.54 60 Wind 60 2.24 T11 100'-80' 0 Wind Normal 3.49 251.75 -1.01 2.00 -2.98 -2.51 193.61 1.14 -223.83 0.53 1.94 120 Wind Normal 3.58 385.83 2.91 433. inc.20 446.76 120 Wind Normal 3.70 1.42 409.50 -227.27 90 Wind 90 2.13 2.74 150 Wind 90 2.31 1.42 -2.82 -0.83 -2.27 0.83 -1.45 316.58 1.36 0.

43 167.00 2.34 -2.66 270 Wind 90 2.06 97.17 61.67 240 Wind Normal 2.25 1.48 -19.37 90 Wind 90 2.46 1.33 113.33 -2856.84 -32.30 183.73 -2.00 -3.68 -1.67 60 Wind 60 2.25 18.37 37.92 150 Wind 90 2.69 1.63 1.80 2.39 -0.50 -0.00 2.30 -2.00 -3.40 -2.35 210 Wind 90 2.03 -2.43 -1.30 T13 60'-40' 0 Wind Normal 2.61 -2.25 -5017.54 -2.70 -1.24 -134.42 10.21 180 Wind 60 2.36 -1.54 0.81 1.84 -2.31 -68.00 -3.67 60 Wind 60 2.83 300 Wind 60 2.62 270 Wind 90 2.30 .43 69.11 -1.46 69.65 1. Inc.62 240 Wind Normal 2.00 97.73 2.27 T14 40'-20' 0 Wind Normal 2.33 -119.03 -196.83 330 Wind 90 2.42 -0.00 -2.85 12.61 -2877.60 2.65 -26.33 210 Wind 90 2.61 -1.60 1.92 120 Wind Normal 2.04 -0.73 187.97 300 Wind 60 2.30 -184.43 0.18 -1.00 -42.66 -1.00 -33.06 150 Wind 90 2.70 330 Wind 90 2.34 -2.47 164.80 1.37 -0.53 -0.04 -2.60 -1.67 -67.00 -3.80 -1.44 90 Wind 90 2.80 1.51 1.60 0.52 103.04 -2.33 113.20 1.85 -13.93 62.35 210 Wind 90 2.12 -0.97 120 Wind Normal 2.74 2.04 150 Wind 90 2.69 -1.30 Mast Totals .72 37.37 1.82 1.17 61.02 -24.65 270 Wind 90 2.04 -0.92 -149.42 -1.30 -2.46 69.69 0.42 10.52 0.36 -98.78 1.80 1.30 180 Wind 60 2.22 -39.83 0.60 -1.37 30 Wind 90 2. horn FAX: (262) 252-3134 Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.49 -1.51 0.26 0.60 1.37 1.39 30 Wind 90 2.24 134.74 0.20 66.59 -71.92 2.80 0.With Ice Wind Vx Vz OTMx OTMz Torque Azimuth deg K K kip-ft kip-ft kip-ft 0 0.84 2.06 1.83 1.25 -26.00 -98.59 70.43 167.67 240 Wind Normal 3.25 2.17 -68.43 -1.25 -2.92 -2.18 -1.35 210 Wind 90 2.53 1.62 -1.26 -1.34 2.65 -4889.30 2.83 330 Wind 90 2.20 -67.54 1.79 330 Wind 90 2.50 -113.65 60 Wind 60 2. 12612 W.92 0.83 120 Wind Normal 2.43 -173.44 -75.52 -0.17 -68.97 120 Wind Normal 3.44 74.92 300 Wind 60 2.25 -26.43 -2.51 -1.62 -0.14 12.77 -34.69 1.21 T15 20'-0' 0 Wind Normal 2.00 -3.20 0.60 -2.47 90 Wind 90 2.14 -13.52 -2.55 0.35 1.80 -1.04 2.25 18.51 -1.53 -0.52 -5755.88 -127.93 -63.43 -0.52 21. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.67 66.88 126.00 -2.61 2.00 -3.51 -2.84 0.23 -22.40 2.74 -85.61 37.61 0.00 -2.52 2.01 90 39.30 2. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.43 2.00 -3.74 -2.65 240 Wind Normal 2.75 30 19.22 -39.55 24.42 0.14 1.39 0.80 0.46 1. inc.00 2.11 -1.64 1.26 -16.90 60 33.40 30 Wind 90 2.65 25.94 1.25 -2.53 1.04 -1.97 300 Wind 60 2.36 -98.86 -0.69 -2.61 -38.26 -1.69 2.23 21.63 1.31 -68.60 0.69 0.01 150 Wind 90 2.80 -2.55 -25.45 -12.00 -3.37 37.43 -173.62 60 Wind 60 2.29 -0.96 1.26 -16.55 270 Wind 90 2.50 112.70 -21.53 1.00 2.84 -1.21 -6115.06 -98.51 1.47 -165.52 103.51 0.69 -1.03 195.47 -0.44 -0.51 2.30 180 Wind 60 2.44 0.24 -1.34 2.36 -1. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft 30 Wind 90 2.40 -2.80 0.73 0.72 -38. Job Page ERITower Free-Standing Tower Demo 31 of 80 Project Date C-Concepts.61 127.48 90 Wind 90 2.27 180 Wind 60 2.40 2.33 -119.53 -1.25 2.

34 0.00 -1.49 -323.55 0.66 1.29 0.99 60 Wind 60 1.00 150 Wind 90 1.77 -0.37 -342.20 0.37 -157.24 -269.82 158.27 316.18 0.19 0.73 30 Wind 90 1.02 0.55 -0.33 324.06 22.27 0.81 210 Wind 90 1.99 0.00 330 Wind 90 1.08 0.77 -34.66 1.20 -0.66 -1.79 30 Wind 90 1.48 -0.32 180 Wind 60 1.58 180 Wind 60 1.60 1.55 21.41 -0.96 60 Wind 60 1.95 -274.55 21.65 -1.04 -280.68 -0.65 0.29 0.58 2877.12 -280.65 -1.27 0.58 -0.12 279.58 -2877.80 -161. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.26 -340.04 280.29 -0.85 295.68 170.77 0.35 -0.00 150 Wind 90 1. Inc.00 -1.15 262.48 120 Wind Normal 1.40 300 Wind 60 1.75 0.29 0.99 240 Wind Normal 1.31 0.57 164.55 0.61 2877.02 -0.20 0.82 -22.32 0.33 -2856.81 60 Wind 60 1.13 162.20 1.32 1.55 0.00 38.12 -0.93 -0.57 164.09 0.02 -0.09 -0.14 0.66 -0.10 3007.81 240 Wind Normal 1.26 0.73 -0.94 -0.96 152.60 -1.09 0.10 -0.15 262.84 -161.64 -159.11 -0.67 300 Wind 60 1.40 -323.31 -0.00 -0.41 -0.83 -285.12 0.37 -1.77 34.68 170. inc.52 0. 12612 W.32 .00 -0.Service Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.49 0.27 -0.54 -0.74 210 Wind 90 1.11 0.12 279.69 11.73 0.22 150 Wind 90 1.68 -295.87 30 Wind 90 1.00 1.19 0.60 -1.70 160.20 0.48 300 Wind 60 1.65 4889.33 -323.68 297.40 180 Wind 60 1.28 0. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft T1 300'-280' 0 Wind Normal 1.00 1.20 330 Wind 90 1.85 -161.48 T3 260'-240' 0 Wind Normal 1.32 60 Wind 60 1.25 -5017.09 -0.35 0.10 3007.65 1.25 4950.08 311.41 -0.29 0.54 -156.69 0.50 -279.30 297.37 0.30 1.40 120 Wind Normal 1.91 150 Wind 90 1.89 270 -39.85 162.13 -161.73 270 Wind 90 1.12 -258.80 162.01 0.25 -274.51 276.51 0.40 1.14 -0.18 318.51 -275.67 120 Wind Normal 1.14 150 19.00 -0.75 -0.12 -0.49 324.09 0.14 210 Wind 90 1.18 0.32 0.69 12.45 0.51 -0.08 -0.04 1.87 270 Wind 90 1.69 90 Wind 90 1.32 0.84 162.94 90 Wind 90 1.16 -0.09 -1.16 30 Wind 90 1.29 -1.83 286.26 -1.00 -0.63 169.41 -0.00 -0.60 1.15 -264.19 0.08 0.64 -159.55 0.09 0.11 330 -19.00 -0.00 -1.98 0.09 0.30 300 -33.81 90 Wind 90 1.85 0.95 -274.37 158.43 0.01 270 Wind 90 1.90 120 Wind Normal 1.45 -11.52 5755.14 0.48 180 Wind 60 1.35 -5266.27 317.40 0.95 273.09 1.41 Mast Vectors .20 0.69 210 Wind 90 1.50 0.83 -304.04 280.59 -159.00 1.90 240 -36.24 270.14 -330.41 0.95 273.71 -0.99 0.59 -159.18 -1.96 240 Wind Normal 1.26 24.40 T2 280'-260' 0 Wind Normal 1.00 1.69 90 Wind 90 1.26 1.48 0.02 -0.49 -0.32 -0.65 -150.55 -0.48 -19.41 180 0.32 T4 240'-220' 0 Wind Normal 1.27 1. Job Page ERITower Free-Standing Tower Demo 32 of 80 Project Date C-Concepts.93 20.63 169.55 -0.20 -0.25 275.21 0.82 -157.00 -1.12 -280.00 330 Wind 90 1.20 -1.35 5267.65 1.00 -33.04 -280.90 210 -19.10 -0.58 0.62 -152.29 -0.93 -0.00 -0.37 1.62 0.27 -316.27 -1.85 -294.66 5612. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts. horn FAX: (262) 252-3134 Wind Vx Vz OTMx OTMz Torque Azimuth deg K K kip-ft kip-ft kip-ft 120 36.96 -152.09 0.77 34.30 0.29 1.25 4950.54 -156.18 1.

83 304.33 60 Wind 60 1.81 -1.99 -125.48 0.55 T9 140'-120' 0 Wind Normal 1.75 -127.77 -0.83 107.75 -0.41 0.44 0.10 210 Wind 90 1.67 1.15 -264.00 -1.41 -0.69 120 Wind Normal 1.51 180 Wind 60 1.80 150.81 -0.81 1.60 -100.48 0.89 150 Wind 90 1.45 216.65 -281.72 -138.69 330 Wind 90 1.62 -1.00 1.92 150 Wind 90 1.70 -296.62 1.75 130.38 1.11 -148.49 -243.11 210 Wind 90 1.50 1.00 -1.05 0.75 150 Wind 90 1.22 0.34 173.23 -0.74 -1.89 -0.22 -257.73 -251.74 1.80 330 Wind 90 1.33 -226.65 -150.22 0.52 100.59 -303.85 0.67 0.00 -0.25 0.24 -0.93 0.50 253.34 -0.78 0.71 1.95 -250.91 135.65 -1.00 -1.16 -0.45 -0.55 0.44 0.19 -0.19 0.63 -0.13 0.88 120 Wind Normal 1.64 330 Wind 90 1.66 -1.58 270 Wind 90 1.59 0.12 210 Wind 90 1.51 -316.41 -0.62 0.62 152.06 0.34 238.51 1.90 0.41 1.38 0.53 90 Wind 90 1.53 -0.08 -125.86 -260.55 0.58 -0.64 90 Wind 90 1.29 -244.66 -217.74 0.43 261.13 30 Wind 90 1.71 270 Wind 90 1.02 -0.65 0.91 135.84 1.11 30 Wind 90 1.06 0.69 -145.40 -1.28 60 Wind 60 1.95 140.22 -257.00 1.01 187.34 -175.29 243.49 0.64 270 Wind 90 1. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.66 -210.34 -0.41 0.25 240 Wind Normal 1.59 -1.00 1.41 0.51 1.32 -273.47 0.01 -187.74 1.55 180 Wind 60 1.38 0.31 60 Wind 60 1.22 0.45 -1.81 0.31 -0. horn FAX: (262) 252-3134 Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.00 -0.47 -0.92 120 Wind Normal 1.12 30 Wind 90 1.83 120 Wind Normal 1.75 120 Wind Normal 1.58 90 Wind 90 1.00 1.41 -1.00 -0.00 -0.83 139.20 -0.41 -0.18 -0.29 -0.78 -282.05 -0.79 .67 0.93 0.66 -1.33 -226.47 180 Wind 60 1.30 0.85 -0. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft 240 Wind Normal 1.30 0.86 260.67 0.65 0.40 140.76 -99.06 0.13 210 Wind 90 1.00 -0.00 -1.74 -1.36 -0.77 -1.14 30 Wind 90 1.12 258.83 107. inc.69 150 Wind 90 1.55 1.90 300 Wind 60 1.00 -0.84 330 Wind 90 1.13 30 Wind 90 1.48 0.38 289.83 139.48 1.84 -1.36 0.00 -0.36 0.41 0.36 -0.02 130.33 225.00 -0.33 -0.72 90 Wind 90 1.84 1.21 0.67 0.99 125.08 125.25 60 Wind 60 1.45 -217.75 300 Wind 60 1.83 150 Wind 90 1.66 1. Inc.16 235.73 251.22 256.48 0.78 281.31 -0.20 -0.00 -0. 12612 W.68 90 Wind 90 1.00 -0.67 -0.38 0.45 274.52 -148.44 180 Wind 60 1.72 -138.06 -0.71 -1.35 -0.95 -0.51 0.85 -0.66 210.49 0.75 157.78 1.16 -0.81 -122.50 279.41 -0.55 -0.75 -130.65 1.71 1.22 256.50 0.77 1.53 0.88 300 Wind 60 1.32 0.10 0.75 -127.45 216.69 -145.52 -100.49 243.95 -141.06 -0.34 -238.59 1.71 -1. Job Page ERITower Free-Standing Tower Demo 33 of 80 Project Date C-Concepts.53 0.85 -0.81 -273.84 -1.53 -0.53 -1.31 240 Wind Normal 1.12 -0.55 0.25 0.78 -1.06 0.57 180 Wind 60 1.51 -1.76 270 Wind 90 1.38 -1.62 242.33 -0.67 -0.34 173.60 -0.06 -0.70 296.29 -244.51 0.28 240 Wind Normal 1.45 1.67 -1.02 -0.83 300 Wind 60 1.48 -0.32 -1.57 0.72 0.77 1.00 -1.32 -0.47 T7 180'-160' 0 Wind Normal 1.29 243.33 0.78 1.35 240 Wind Normal 1.11 148.35 60 Wind 60 1.20 -0.53 0.52 148.02 -130.05 0.75 157.51 195.40 -141.43 0.75 270 Wind 90 1.53 1.42 -0.11 210 Wind 90 1.00 1.51 T8 160'-140' 0 Wind Normal 1.43 -261.43 0.33 225.80 150.45 0.48 -0.04 -201.29 -0.30 -1.97 220.57 0.00 -1.55 0.47 -0.45 -217.40 -170.95 250.53 0.25 -0.77 -1.32 273.05 -0.69 300 Wind 60 1.48 -1.67 -0.58 T5 220'-200' 0 Wind Normal 1.81 -122.97 -220.50 -1.66 0.25 -0.33 240 Wind Normal 1.09 0.69 0.16 -235. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.44 T6 200'-180' 0 Wind Normal 1.76 330 Wind 90 1.70 160.67 -0.

60 1.52 -88.57 -1.61 0.57 136.13 -177.75 1.79 -63.02 -54.75 1.56 0.36 39.17 0.30 -72.75 40.73 90 Wind 90 1.70 -1.57 0.50 0.76 -54.07 0.00 1.02 120 Wind Normal 1.31 -0.22 -144.73 -37.88 77.65 -0.52 0.14 0.00 -1.04 150 Wind 90 1.56 1.41 -0.57 1.60 -0.78 -87.36 1.87 270 Wind 90 1.02 54.62 T14 40'-20' 0 Wind Normal 1.00 -1.40 75.22 -0.60 100.98 300 Wind 60 1.02 300 Wind 60 1.00 1.76 -0.34 0.31 -0.56 -1.69 -0.78 -0.60 0.50 -0.90 330 Wind 90 1.13 210 Wind 90 1.78 -1.50 -1.46 71.65 1.35 -96.30 166.70 1.84 330 Wind 90 1.50 1.41 0.51 104.99 120 Wind Normal 1.00 -1.00 -1.36 -0.22 35.75 -1. 12612 W. inc.26 -0.08 0.92 330 Wind 90 1.72 0.10 -0.61 0.36 -0.78 -1.16 30 Wind 90 1.80 -0.35 1.57 -136.01 -0.17 0.77 21.55 -1.93 0.36 -0.21 0.52 88.85 -0.83 39.22 144.75 -1.41 0.00 -1.43 0.01 300 Wind 60 1.65 -83.92 -35.56 -0.73 37.98 120 Wind Normal 1.61 0.60 0.39 -126.36 0.44 -1.39 -126.56 1.50 0.81 -1.12 0.84 -0.71 1.98 -0.56 0.39 -54.75 0.48 0. Inc.56 0.68 -21.37 60 Wind 60 1.22 -0.37 240 Wind Normal 1.85 -72.38 240 Wind Normal 1.64 0.29 0.50 0.73 -37.40 170.52 0.12 0.46 1.64 0.31 109.24 121.80 -1.81 -1.36 60 Wind 60 1.29 -0.94 .30 63.61 0.00 -1.09 0.65 -1.60 0.50 -1.40 -154.75 0.69 -0.56 0.70 1.75 -194.02 150 Wind 90 1.75 -158.46 -1.60 -0.63 T13 60'-40' 0 Wind Normal 1.80 -1.13 210 Wind 90 1.27 1.57 T10 120'-100' 0 Wind Normal 1.30 63.75 -1.76 -0. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft 270 Wind 90 1.00 -1.88 270 Wind 90 1.81 1.60 0.14 210 Wind 90 1.63 180 Wind 60 1.52 0.88 95.31 -0.78 -1.85 72.11 -21.78 1.88 77.50 -0.08 -0.35 93.41 0.50 0.75 -1.40 152.60 0.14 210 Wind 90 1.89 270 Wind 90 1.59 180 Wind 60 1.78 -71.46 0.43 0.34 -175.71 -120.00 -1.78 90 Wind 90 1.39 123.39 0.75 -40.00 -1.43 0.47 -0.00 -1.55 -47.84 270 Wind 90 1. Job Page ERITower Free-Standing Tower Demo 34 of 80 Project Date C-Concepts. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.76 90 Wind 90 1.83 270 Wind 90 1.00 -1.08 -0.38 240 Wind Normal 1.88 95.11 21.00 -1.30 -66.15 30 Wind 90 1.30 91.08 0.26 -0.39 0.55 -0.24 -121.30 -0.13 177.75 90 Wind 90 1.78 -71.49 -42.07 -0.09 -0.55 -1.97 150 Wind 90 1.52 0.55 1.63 180 Wind 60 1.99 150 Wind 90 1.39 54.41 0.94 120 Wind Normal 1.36 -0.71 0.29 -0.79 88. horn FAX: (262) 252-3134 Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No.71 -1.56 138.38 60 Wind 60 1.96 0.56 0.61 -1.40 152.14 -0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.94 -0.83 39.40 -154.55 0.85 58.00 -1.27 -149.85 58.61 -0.38 60 Wind 60 1.48 0.35 -96.35 -0.62 180 Wind 60 1.15 30 Wind 90 1.75 1.99 300 Wind 60 1.36 240 Wind Normal 1.56 -0.82 -0.61 180 Wind 60 1.51 0.49 -0.54 -37.81 1.61 -0.39 123.26 -0.16 30 Wind 90 1.73 -37.30 -91.09 -21.78 -0.49 42.27 149.80 1.14 210 Wind 90 1.57 -1.92 300 Wind 60 1.59 -1.41 -1.57 171.40 -75.31 -109.00 1.65 0.30 72.10 -0.38 60 Wind 60 1.45 103.00 -1.76 -99.51 -1.09 0.50 0.60 -1.52 0.45 -103.30 -167.54 37.18 -0.60 0.35 93.36 -0.00 1.00 -1.61 T11 100'-80' 0 Wind Normal 1.89 330 Wind 90 1.55 0.41 1.09 -0.01 120 Wind Normal 1.00 1.63 T12 80'-60' 0 Wind Normal 1.22 -38.56 -1.75 1.76 -54.87 -71.87 71.69 0.14 0.79 62.00 -1.78 -87.03 150 Wind 90 1.34 0.52 0.78 1.54 -1.77 21.38 240 Wind Normal 1.79 -88.04 201.15 30 Wind 90 1.51 1.04 0.51 -1.22 35.35 0.92 330 Wind 90 1.35 -0.35 -0.30 -66.36 -0.78 90 Wind 90 1.61 1.80 1.

0000 0.00 -1. -3'10.41 0.771 22 14.04 150 Wind 90 1.99 Mount PiROD 15' Universal T.48 120 20.86 18. horn FAX: (262) 252-3134 Section Section Wind Directionality F Vx Vz OTMx OTMz Torque No. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.73 1.16 330 -10.58 -14.746 22 5.99 12.26 11.34 2643.46 1.26 -14.14 210 Wind 90 1.86 18.19 0.14 12.02 270 -21.27 29/32'' 3/16'' FR70-12-L2 180.62 180 0.771 22 14.71 1654.39 -0.00 -1.41 1. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.22 -0.26 -14.73 -1.46 -0.70 -8.34 -2642.746 22 5.42 -3352.27 13/32'' .0000 0.19 0.60 3.09 21.85 240 -20.99 12.25 -10.61 0.38 60 Wind 60 1.28 11.46 0.46 -0.71 1654.60 3.99 12.92 35. 0.85 60 18.80 -2719.01 120 Wind Normal 1.80 2690. -3'10.00 Frame Sector Mount FR70-12-L2 300.82 0.746 22 5.80 6.892 24 3.86 -18.29 -0.00 -14.61 1.78 90 Wind 90 1.71 -12.02 0' 7'8.0000 0.0000 0.39 1562.43 6.39 -0.50 0' 0' 244' 1.00 68000/68010 w/Pipe 300.12 0' 7'4-3/16'' 244' 1.62 Discrete Appurtenance Pressures .05 7.89 270 Wind 90 1.26 11.99 Mount 68000/68010 w/Pipe 60.68 -21.99 Mount 68000/68010 w/Pipe 180.02 6'7.088 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' 0.08 0' 0' 307'6'' 1.85 330 Wind 90 1.67 -2890.10 0.45 13.771 22 14.72 -0.41 12.48 1.73 1.70 -8.99 -6.69 30 10.54 -1560.46 -1. 12612 W.41 -1.00 3.71 0.54 1562.24 -11.771 22 15.12 6'4-5/16'' -3'8-1/32'' 244' 1.00 -1.22 -38.71 210 -10.21 -7.61 -17.46 0.48 300 -18.87 90 21.61 -1.0000 0.68 12.31 -10.63 180 Wind 60 1.62 -12.80 -2719.68 -1.00 21.39 0.21 7.41 -0.14 3037.41 0.72 0.59 T15 20'-0' 0 Wind Normal 1.28 0.Service Wind Vx Vz OTMx OTMz Torque Azimuth deg K K kip-ft kip-ft kip-ft 0 0.10 0.36 -1. 232' 1.04 0.33 150 10.18 -0.43 5.00 -14.27 29/32'' 3/16'' FR70-12-L2 60.99 -5. 232' 1.0000 0.00 1.00 -23.80 6.02 -1.42 3124.28 11. 232' 1.57 -1540.73 -1.12 -6'4-5/16'' -3'8-1/32'' 244' 1. Elevation Azimuth ft deg K K K kip-ft kip-ft kip-ft 300 Wind 60 1.70 -1.42 -3122.50 -0.63 Mast Totals .22 -0.67 2891.39 0.No Ice GH = 1.05 -7.02 -6'7. Inc.62 12.58 14.69 10.60 3.38 240 Wind Normal 1.16 30 Wind 90 1.65 -0.10 -0.39 -1560.62 0.00 15.45 -14.0000 0.80 2690.46 0. inc.46 0.01 300 Wind 60 1.91 330 Wind 90 1. Job Page ERITower Free-Standing Tower Demo 35 of 80 Project Date C-Concepts.86 -18.0000 0.57 -1540.31 -10.71 0.

31 0.91 0.27 -0.00 30 0.18 0.00 330 0.63 0.54 86.02 4.15 .01 -5.39 1.879 24 11.07 -0.82 0.18 43.31 240 0.94 11.From Face A Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.33 -80.22 1.00 330 0.02 0.02 -0.87 -2.None A Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.80 0.33 0.90 47.91 1.00 -0.16 -0.00 0.94 5/32'' PiROD 15' Universal T.00 270 0.04 0' 5'11.00 23.91 20.04 -11.08 0.07 0.33 -80.92 72.00 0.0000 0.14 -35.07 0.879 24 11.00 15.08 0.08 0.00 270 0.63 0.Elevation 307.76 -75.36 0.0000 0.63 11.00 0.94 11/16'' ALP 8010 60.31 0.27 0.80 -37.80 -70.00 150 0.00 -0.00 210 0.04 -0.00 0. horn FAX: (262) 252-3134 Description Aiming Weight Offsetx Offsetz z Kz qz CAAC CAAC Azimuth Front Side deg K ft ft ft psf ft2 ft2 PiROD 15' Universal T.35 0.22 2.27 0.00 30 0. Job Page ERITower Free-Standing Tower Demo 36 of 80 Project Date C-Concepts.00 Frame Sector Mount ALP 8010 300.07 -20.35 -0.00 210 0.04 5'1.16 0.18 0.-2'11-5/8'' 300' 1.82 0.00 180 0.19 -0.18 0.08 0.00 60 0.15 180 0.00 150 0. inc.29 -0.04 0.00 90 0.00 Frame Sector Mount Sum 2.879 24 11. Inc.02 -46.63 11.00 0.91 -20.90 -47.70 -1.91 -20.00 -23.00 240 0.91 0.08 0.08 0.94 11.55 -2.82 0.00 -0.04 -5'1.00 0.66 -84.02 -5.08 0.82 0.08 0.33 79.29 71.27 0.00 68000/68010 w/Pipe Mount .70 -2.08 0.08 -23.91 0.07 20.15 120 0.0000 0.15 68000/68010 w/Pipe Mount .00 90 0.63 -11.31 0.27 65.00 0.94 11/16'' ALP 8010 180.07 20.91 20.00 0.04 -11.Elevation 244 . 0.63 0.0000 0.63 0.50 0' 0' 127'6'' 1.94 11.16 -0.31 0.16 0.64 77.00 0.29 -71.07 -0.31 -0.471 18 15.29 0.00 -0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.00 30 0.18 0.00 15.-2'11-5/8'' 300' 1.01 5.15 300 0. 12612 W.11 Weight: Discrete Appurtenance Vectors .34 2.879 24 15.14 34.31 0.27 -66.04 11.08 0.00 0.No Ice Lightning Rod 2''x15' .18 -44.36 0.18 0.00 120 0.00 0.91 0.04 11.19 -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 0.00 0.16 0.08 0.91 -1.31 0.31 60 0.07 2.31 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.00 -0.07 -20.16 -0.04 0.02 -0.19 0.08 23.00 0.91 39.50 0' 0' 300' 1.Elevation 244 . 300' 1.16 0.08 0.5 .0000 0.31 -0.27 -0.04 -0.00 0.08 0.00 -0. 0.08 0.00 300 0.00 -0.29 -71.13 -4.87 2.00 0.63 -11.

18 0.60 0.27 -0.31 -75.31 -0.35 0.Elevation 244 .31 0.31 0.22 0. Job Page ERITower Free-Standing Tower Demo 37 of 80 Project Date C-Concepts.00 -0.00 0.00 0.07 15.00 0.67 0.00 0.09 -66.18 45.00 0.36 0.09 66.59 -0.36 0.31 300 0.31 0.16 -0. 12612 W.18 0.16 -0.00 -0.00 30 0.00 0.80 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 0.22 76.00 330 0.00 210 0.36 0.14 34.31 -0.00 150 0.33 0.18 -0.27 -66.36 0.52 0.31 1.31 -0.71 -8.31 0.16 -0.18 -43.00 0.09 -0.27 -0.00 0.68 -38.00 88.31 0.22 0.36 -2.07 -0.00 0.Elevation 244 . Inc.31 0.31 -76.31 0.45 0.00 0.16 0.09 -21.31 -1.04 0.02 -0.36 0.00 FR70-12-L2 .36 88.Elevation 232 . Mill Road Example 18:26:48 01/28/03 Menomonee Falls.00 0.44 38.18 -44.07 -15.88 -21.00 90 0.22 -76.00 0.02 5.00 330 0.36 0.35 -0.00 150 0.64 -77.07 0.07 0.27 65.22 0.18 -43.36 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 0.00 0.72 -0.14 -35.18 -0.22 -1.27 0.00 210 0.36 0.12 0.30 120 0.18 0.15 180 0.60 0.16 -0.29 0.00 0.18 0.60 -44.27 0.16 0.00 0.00 120 0.02 -5.00 210 0.08 0.00 0.00 240 0.00 0.31 0.36 -87.16 0.18 0.00 0.89 -0.None C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.36 0.88 76.36 0.60 44.36 0.52 90 0.18 45.18 43.18 0.15 PiROD 15' Universal T-Frame Sector Mount .00 300 0.36 0.12 0.66 84.00 60 0.60 44.00 0.62 2.76 75.52 30 0.31 77.27 0.18 0.31 0.13 4.70 1.27 -0.00 90 0.31 68000/68010 w/Pipe Mount .36 2.34 -2.07 -2.45 0.36 0.36 0.31 0.31 76.00 -0.12 0.31 -1.18 0.13 0.07 0.36 0.00 0.18 -44.31 -75.62 -2.31 0.02 0.92 -72.29 0.31 1.15 60 0.91 -39.40 -26.16 -0.39 -1.32 66.00 0.36 -2.35 5.36 2.00 -0.00 270 0.27 0. inc.36 0.45 0.15 300 0.00 -0.31 120 0.00 -0.33 79.16 0.00 270 0.22 -76.36 -88.29 -0.02 46.44 -38. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.00 -88.16 -0.36 89.27 -0.00 0.22 -2.22 0.29 71.00 0.18 44.15 240 0.03 -5.04 -0.00 -0.00 0.18 44.18 0.36 0.02 4.00 270 0.Elevation 244 .36 0.60 0.00 30 0.08 -0.15 240 0.31 76.31 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 0.55 2.31 0.27 0.27 -0.54 -86.88 -76.27 -0.80 37.00 0.68 38.00 150 0.51 -27.60 -44.16 0.22 76.32 -66.15 120 0.16 0.31 0.00 -0.60 0.00 180 0.16 -0.19 0. horn FAX: (262) 252-3134 68000/68010 w/Pipe Mount .31 180 0.00 90 0.31 -76.45 0.00 .80 70.70 2.00 330 0.31 77.18 -44.31 -0.31 -0.00 0.60 60 0.

07 0.07 -0.86 -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 0.00 -0.00 270 0.39 0.07 0.From Face C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.08 -0.04 -0.12 0.07 -15.07 0.30 180 0.30 60 0.12 -0. Inc.35 -5.30 FR70-12-L2 .13 0.26 33.08 0.93 0.07 0.04 0. Job Page ERITower Free-Standing Tower Demo 38 of 80 Project Date C-Concepts.55 -26.52 90 0.30 0.07 -0.07 15.13 0.00 210 0.07 -15.07 15.07 0.12 0.13 0.25 0.00 0.65 9.00 0.08 -0.60 240 0.02 -0.63 -0.07 0.35 -0.07 0.00 0.12 -26.04 0.08 0.30 60 0.93 0.30 0.05 0.09 21.10 0.88 21.07 -0.83 -0.04 0.13 0.07 0.09 0.30 120 0.73 21.63 0.12 0.40 26.None C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.89 0.52 270 0.72 0.03 -5.09 -21. 12612 W.00 0.52 210 0.00 0.02 0.07 0.12 26.12 26.07 -0.07 0.03 -0.30 0.04 -0.04 0.39 0.15 19.02 0.12 0.51 27.Elevation 232 .13 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.07 0.86 0.09 21.00 0.52 330 0.15 0.03 0.65 -9.26 -0.00 0.30 0.20 -33.12 0.83 0.96 9.32 15.From Face B Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.60 180 0.59 0.39 0.00 150 0.30 0.00 330 0.30 300 0.00 0.15 0.00 30 0.29 18.00 0.30 38.30 180 0.55 26.00 120 0.66 -27.08 0.03 -0.60 FR70-12-L2 .09 21.12 0.00 -0.15 -0.00 0.30 240 0.15 18.20 -33.08 0.02 5.30 PiROD 15' Universal T-Frame Sector Mount .12 0.30 0.79 0.00 180 0.07 -0.52 210 0.56 0.04 0.14 18.25 -19.35 0.52 150 0.12 -0.Elevation 232 .26 -33.09 21.96 -9.00 0.29 -18.07 -0.56 -9.00 0.00 90 0.07 0.00 30 0.15 -18.20 5.71 8.32 -15.07 0.00 210 0.04 0.20 -5.09 -0.56 9.08 0.12 0.07 15.07 0.00 90 0.52 30 0.07 0.16 -0.00 0.00 0.09 0.63 15.20 0.15 -19.30 0.04 -0.12 0.30 -38.07 0.45 0.00 0.66 27.02 -5.04 -0.00 0.00 0.20 0.73 -21.12 -0.12 0.12 0.12 0.45 -0. inc.12 -0.00 -38.00 -0.07 15.00 -0.16 0.04 -0.25 0. horn FAX: (262) 252-3134 FR70-12-L2 .26 0.04 0.52 330 0.60 120 0.04 0.07 0.07 -15.00 60 0.03 5.25 -19.Elevation 232 .08 -0.13 31.03 0.63 -0.63 0.56 -0.00 0.60 300 0.04 -0.14 -18.00 .26 33.08 0.04 -0.67 0.00 0.00 0.07 -15.00 0.03 5.08 -0.30 0.30 300 0.20 0.12 0.09 -21.30 0.00 -0.25 19.07 15.02 -5.04 -0.05 -0.Elevation 23'-232' .00 0.07 -15.04 -0.08 -0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.13 -30.52 150 0.08 0.00 0.00 0.09 -21.30 240 0.12 -26.52 270 0.04 0.63 -15.07 -0.

30 0.27 0.15 -46.39 0.81 -79.00 0.71 0.57 .64 -0.00 330 0.27 -79.11 -91.00 0.27 0.00 0.81 79.10 1.91 0.82 300 0.01 0.10 -0.31 -45.27 0.13 -79.63 -45.00 330 0.15 45.27 79.91 120 0.31 92.27 0.42 -46.27 -0.31 -0.27 0.27 -79.31 -0.00 0.31 0.15 -0.70 79.15 -0.00 0.15 -46.Elevation 300 .None C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 240 0.15 0.31 0.27 0.73 1.00 -0.81 -79.18 -1.31 91.27 79.27 -0.74 -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 0.30 0.57 90 0.15 0.64 0.27 -79.11 -92.82 180 0.91 180 0.15 -0.27 0.Elevation 300 . Mill Road Example 18:26:48 01/28/03 Menomonee Falls.26 0.15 45.27 79.82 60 0.52 -1.25 19.15 0.63 45.61 0.57 150 0.91 ALP 8010 .91 300 0.34 0.02 -79.27 0.13 79.91 0.52 -1.15 0.01 -0.00 0.27 -0.27 79.27 0.27 0.27 0.34 0.31 -91.27 -79.93 -0.63 46.31 0.91 240 0.57 90 0.31 0.31 -0.Elevation 23'-232' .31 0.00 -0.73 -0.34 1.15 19.72 -0.91 240 0.20 33.18 1.15 -45.11 92.15 -0.15 0.31 91.15 -0.00 0.11 91.27 -0.27 -0.27 0.20 0.00 150 0.31 0.81 79.15 0.15 0.57 270 0.00 0.27 79. 12612 W.15 0.27 0.74 45.71 -1. Inc.27 0.52 1.15 0.00 270 0. Job Page ERITower Free-Standing Tower Demo 39 of 80 Project Date C-Concepts.15 -0.00 -0.00 -0.27 0.27 0.00 210 0. inc.91 120 0.00 30 0.15 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.26 -33.00 38.00 0.31 -91.00 0.00 -0.31 -91.91 60 0.00 0.91 300 0.25 0.00 -0.15 -0.15 0.02 79.31 0.27 0.42 46.00 0.42 -45. horn FAX: (262) 252-3134 PiROD 15' Universal T-Frame Sector Mount .73 -1.91 60 0.83 1.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 0.30 0.00 -0.00 270 0.34 -1.15 0.31 0.27 0.00 ALP 8010 .04 0.42 45.31 0.27 0.From Face B Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.15 0.31 0.31 0.31 0.02 79.00 0.15 0.Elevation 300 .57 270 0.31 0.00 -0.27 -0.15 -0.27 -0.15 0.93 0.27 -0.15 0.21 -91.83 -1.31 0.30 0.71 1.00 90 0.15 0.18 1.00 -0.57 30 0.57 30 0.15 -0.63 -46.82 ALP 8010 .15 0.10 -1.15 0.15 45.00 0.15 45.91 -0.20 33.00 -0.00 0.00 0.91 180 0.00 -0.15 0.57 330 0.15 0.00 0.82 120 0.27 0.27 0.15 46.15 -46.26 -0.73 0.82 240 0.71 0.00 -0.25 0.27 -0.15 0.02 -79.30 0.31 0.00 -0.00 300 0.15 -0.15 46.15 -0.27 0.10 0.72 0.15 -46.21 91.15 -45.27 79.15 0.27 0.27 0.57 210 0.18 -1.70 -79.57 150 0.15 -19.27 0.57 210 0.27 -0.27 -79.52 1.15 0.

00 150 0.00 120 2.00 210 -1.771 17 16.088 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' 0.00 30 0.0000 0.15 -0.91 PiROD 15' Universal T-Frame Sector Mount .54 0.98 431.33 -99.00 150 1.00 -0.5000 .00 -0.92 -1.00 -0.38 115.38 0.98 0.00 -862.38 0.771 17 16.38 0.91 0.91 57.36 0.With Ice GH = 1.60 20.54 0.19 -57.38 0.33 0.88 16.00 60 0.19 -0.00 0.5000 Mount 68000/68010 w/Pipe 180.69 2.38 0.33 99.33 99.54 0.Elevation 300 .38 0.68 0.38 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.88 16.38 862.19 0.No Ice Wind Vx Vz OTMx OTMz Torque Azimuth deg K K kip-ft kip-ft kip-ft 0 0.27 -746.28 0.36 0. 12612 W. horn FAX: (262) 252-3134 ALP 8010 .00 0.98 431.38 0.92 746.From Face C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 330 0.771 17 16.26 -6'4-5/16'' -3'8-1/32'' 244' 1.00 0.38 0.27 746.10 0' 0' 307'6'' 1.00 330 -1.69 431.38 -115.33 -0.00 Discrete Appurtenance Totals .28 0.27 746.0000 0.00 3.00 300 0.00 0.0000 0.00 270 0.91 -0.68 99.53 0.91 -57.00 -115.00 -3.00 180 0.92 1.91 -57.69 -431.69 2.00 90 0.33 0.38 -862.60 0.98 0.98 0.38 0.19 -57.31 45.19 -0.5000 Mount 68000/68010 w/Pipe 60.00 862.91 0.00 60 2.54 0.68 99. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.00 240 -2.00 300 -2.98 0.00 30 1.00 -0.00 Discrete Appurtenance Pressures .00 -0.00 180 0.5000 Mount PiROD 15' Universal T.00 0.00 0.33 -0.38 0.00 0.26 6'4-5/16'' -3'8-1/32'' 244' 1.00 0.38 0.88 16.69 -431.38 0.0000 0.None C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.19 0.00 270 -3.92 -1.27 0.00 -0.19 57.65 0' 0' 244' 1.69 -2.68 0.91 0.19 57.68 -99. inc.38 0.27 -79.38 0.00 0.68 -99.36 0.00 115.68 0.00 90 3.36 0.00 0.27 -746.00 0.91 0.27 0.00 0.00 240 0.27 0.98 -431.53 4.27 0.92 -746.27 0.26 0' 7'4-3/16'' 244' 1.00 0.00 330 0.00 0.0000 0.91 57.892 18 4. Job Page ERITower Free-Standing Tower Demo 40 of 80 Project Date C-Concepts.33 -99.00 0.15 -0.5000 68000/68010 w/Pipe 300.92 746.92 -746.771 17 20.92 1.28 0. Inc.68 0.69 -2.00 120 0.98 -431.00 0. 0.38 0.Elevation 300 .69 431.00 210 0.

00 0.00 -0.04 13.30 71.26 -64.34 1.15 0.26 -63.5000 Frame Sector Mount ALP 8010 300.00 60 0.42 37.From Face A Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.17 60 0.00 26.5000 5/32'' PiROD 15' Universal T.27 66.01 0.00 0.00 -0.99 3.04 0' 5'11.00 30 0.746 16 5.879 18 20.87 12.00 240 0.15 0.63 0.88 210 0.33 0.38 -63.04 -13.40 65.08 .94 0.33 13.47 -23.08 0.26 0.879 18 12.09 0.60 20.00 210 0. 232' 1.26 61.47 0.00 -0. Inc.88 30 0.00 330 0.00 0.00 -0.94 0. 300' 1.47 0.09 0.00 0.45 39.35 -1.26 0.15 -0.87 12.5000 29/32'' 3/16'' FR70-12-L2 60.08 23.65 0' 0' 300' 1.47 0.15 0.26 62.33 13.33 0.14 -36.09 0.30 -61.00 -0.19 -72.04 0.04 -0.87 0. -3'10.15 1.08 23.88 270 0.08 -0.06 6'7.00 0.31 0.30 0.15 -38.87 0.15 36.15 -0.47 -23.00 0.30 -0.47 0.746 16 5.63 0.26 -0.29 0.09 0. 232' 1.00 270 0.16 0.0000 0.08 -0.0000 0.72 0.63 -1.30 -73.0000 0.33 0.87 0.08 -23.30 -0.00 0.00 300 0.746 16 5.88 90 0.04 -0.00 -26. 0.5000 Frame Sector Mount Sum 3.5000 11/16'' ALP 8010 60.31 -34.26 -0.26 0.31 0.879 18 12.09 0.26 0.09 0.09 0.None A Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.00 0.26 0.04 13.09 0.94 0.60 20.09 0.00 0.33 -13.09 26.0000 0.26 -0. inc.00 150 0.08 300 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.00 0.09 0.36 -2.00 0.15 -0.09 -26.09 75.63 1.62 2.99 3.08 180 0.00 0. 232' 1.33 -13.47 23.99 3.65 0' 0' 127'6'' 1.17 240 0.26 0. 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.Elevation 244 .26 0.87 12.94 0. 12612 W.0000 0.56 -36.08 -23. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.-2'11-5/8'' 300' 1.00 0.15 0.86 -1.00 90 0.00 -0.08 120 0.26 -0.04 5'1.15 0.15 0.08 0.06 0' 7'8.00 -0.14 34.09 0.26 0.5 .00 330 0.00 120 0.16 -0.471 14 20.50 1.5000 11/16'' ALP 8010 180.With Ice Lightning Rod 2''x15' .00 150 0.5000 29/32'' 3/16'' FR70-12-L2 180.04 -13.00 0.06 -6'7.0000 0.04 -5'1.5000 13/32'' PiROD 15' Universal T.09 0.47 23.00 -0.-2'11-5/8'' 300' 1.Elevation 307.879 18 12.63 0.0000 0.00 0.78 -1.15 0.11 Weight: Discrete Appurtenance Vectors .00 -2.09 0.30 0.0000 0.65 2.60 0.00 0.33 0.04 0.00 0. -3'10. 0.60 0.09 0.00 180 0. Job Page ERITower Free-Standing Tower Demo 41 of 80 Project Date C-Concepts.00 68000/68010 w/Pipe Mount .

26 66.54 36.37 -91.30 0.06 -0.30 71.10 0.15 0.00 0.45 -39.26 0.03 -0.00 -91.06 0.15 -0.22 -62.37 -1.15 -35.05 0.00 0.31 -72.75 0.15 0.19 -0.88 90 0.89 0.62 -2.01 1.14 -36.00 0.00 90 0.88 210 0.26 0.00 0.26 0.15 -1.00 1.15 0.15 -0.00 0.Elevation 244 .89 0.15 0.00 0.15 -0.26 -0.00 1.00 270 0.32 78.34 -1.37 0.37 91.15 0.55 -78.55 -78.22 62.15 -38.10 0.01 -1.26 0. 12612 W.89 -45.36 2.37 1.00 91.08 60 0.19 45.26 -63.54 -36.15 0.29 0.88 150 0.00 -0.26 -0.00 0.89 0.00 -0.26 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.40 -65.55 0.54 0.00 -2.15 0.15 -0.15 36.15 0.00 -0.32 0.43 30 0.00 0.15 0.32 -0.15 0.26 -0.15 -35.30 0.37 0.00 0.00 30 0.08 PiROD 15' Universal T-Frame Sector Mount .15 -0.08 240 0.00 0.32 -78.08 300 0.17 300 0.65 -2.15 -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 0.55 78.50 -1.88 270 0.00 300 0.37 0.00 0.31 0.15 -0.17 180 0. inc.10 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 0.00 0.89 45.19 72.31 0.00 90 0.Elevation 244 .01 -2.00 0.26 -62.26 0.26 0.26 0.72 -0.63 -1.30 0.08 -17.37 0.01 -1.00 -0.00 0.32 0.43 62.26 0.17 68000/68010 w/Pipe Mount .55 0.27 -66.30 -73.00 0.00 30 0.37 0.75 36.19 -45.63 1.00 -0.43 -62.00 150 0.01 1.00 0.15 0.00 -0.00 -0.88 330 0.75 -36.89 45.37 1.From Face A Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.30 -0.00 0.Elevation 244 .88 30 0.00 210 0.10 0.42 -37.89 -45.26 62.01 0.17 120 0.30 0.35 1.26 0.19 0.16 0.00 FR70-12-L2 .37 0.26 -64.26 66. horn FAX: (262) 252-3134 68000/68010 w/Pipe Mount .15 0.55 78.26 0.26 -62.15 0.14 34.30 -0.31 34.00 0.19 -45.26 0.00 0.00 0.00 0.90 72.30 0.30 61.50 .56 36.55 0.30 -0. Job Page ERITower Free-Standing Tower Demo 42 of 80 Project Date C-Concepts.00 270 0.37 0.26 -0.19 -0.08 120 0.00 0.37 0.37 0.19 0.88 150 0.00 180 0.32 78.00 0.Elevation 232 .37 0.00 330 0.31 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.00 0.00 240 0.32 -0.00 -0.38 63.37 -1.00 0.70 4.31 76.37 0.26 0.88 330 0.26 0.37 0.02 -0.23 -7.00 210 0.None C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.19 45.26 0.15 0.31 0.26 -0.78 1. Inc.08 180 0.37 0.00 60 0.15 39.62 -0.06 -13.26 0.00 -0.90 -72.26 -0.15 -0.08 240 0.37 0.16 -0.86 1.55 0.26 -0.89 0.26 61.08 60 0.15 0.09 -75.15 39.01 2.26 -0.00 120 0.32 -78.

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

00 0.60 -37.13 0. Inc.18 68000/68010 w/Pipe Mount .14 -0.00 150 0.84 -1.56 39.43 33.00 0.18 0.30 0.18 0.14 0.56 -39.01 -3.02 90 0.31 -1.17 40.00 -0.08 -0.94 -19.18 -0.09 22.18 0.15 0. 12612 W.00 -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. Job Page ERITower Free-Standing Tower Demo 47 of 80 Project Date C-Concepts.00 330 0.09 0.56 0.18 -44.09 1.16 0.18 180 0.18 0.09 0.59 60 0.09 -21.83 0.00 0.13 0.88 39.00 0.16 0.09 23.82 0.16 39.08 -0.18 0.37 -0.18 45.00 0.84 0.11 38.16 0.55 -0.09 0.14 -0.00 -45.00 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 0.08 -22.16 42.48 35.00 210 0.00 270 0.16 0.16 0.16 0.85 -1.90 -24.59 240 0.00 0.13 0.08 0.56 -39.Elevation 244 .18 0.04 -44.02 23.00 90 0.99 0.85 1.15 1.00 210 0.14 0.00 -0.18 0.14 -0.08 -0. horn FAX: (262) 252-3134 68000/68010 w/Pipe Mount .09 22.08 -0.09 -22.08 0.00 0.30 18.14 0.16 39.16 -38.10 -0.16 0.07 17.09 -0.00 30 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.00 0.18 0.Elevation 244 .85 1.16 0.18 -19.09 -21.00 0.01 0.18 120 0.02 30 0.08 0.16 0.82 -0.None C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.08 0.94 19.08 0.00 -0.13 0.00 0.88 -39.16 -39.00 270 0.16 -38.02 330 0.18 0.14 0.16 -0.08 0.09 0.15 -36.01 -0.16 39.16 0.14 -0.00 .09 0.02 270 0.56 0.16 -0.85 -1.16 0.00 0.00 300 0.17 -41.67 33.00 0.16 -0.00 0.15 36.59 60 0.16 -0.04 -3.18 45.00 0.00 30 0.37 1.18 0.16 0.59 300 0.14 -0.14 0.00 0.18 0.Elevation 244 .00 0.Elevation 244 .59 240 0.00 -0.55 0.08 0.59 180 0.00 180 0.22 0.16 0.00 0.08 0.59 PiROD 15' Universal T-Frame Sector Mount .55 0.59 68000/68010 w/Pipe Mount .02 150 0.08 -0.09 -0.00 120 0.00 0.01 2.00 240 0.18 300 0.99 -39.59 120 0.00 0.14 33.08 -0.08 22.18 0.18 0.55 -0.00 0.16 0.00 60 0.16 0.09 0.08 0.56 0.14 0.09 -1.18 0.09 -22.18 -45.00 0.00 -0.18 0.08 -0.15 -36.69 1.08 22. inc.56 0.16 0.08 -22.18 0.14 -0.67 -33.00 0.02 210 0.16 -0.00 0.02 150 0.00 -0.08 0.15 -0.10 0.07 -18.29 -0.00 90 0.41 -20.56 39.18 0.09 -22.16 -39.00 -0.09 0.09 23.43 -33.90 24.09 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.14 -34.09 0.08 -0.08 0.78 1.09 22.18 19.22 -1.09 0.18 0.02 330 0.18 0.16 39.00 45.From Face A Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 330 0.10 -0.

05 4.96 -9.88 10.00 330 0.97 13.06 0.69 0.79 0.06 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 0.02 -0.Elevation 232 .01 -3.01 2.26 210 0.31 240 0.83 4.00 -0.05 -10.98 -0.31 FR70-12-L2 .54 0.28 -0.03 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.02 0.06 0.02 0.81 0.03 7.90 -9.04 -0.03 -0.26 270 0.00 0.81 0.04 -0.15 300 0.03 -7.06 13.28 0.98 -0.03 0.06 0.02 -0.15 180 0.06 0.47 -0.05 0.15 60 0.05 -4.00 0.02 -0.02 -0.07 15.00 .78 2.72 -0.02 -0. horn FAX: (262) 252-3134 FR70-12-L2 .31 60 0.05 -10.31 180 0.06 0.00 0.93 -2.98 0.00 0.03 0.21 0.54 0.26 270 0.06 0.03 -0.01 -0.77 14.03 7.01 -0.15 240 0.75 -9.04 0.00 0.06 0.00 -0.41 0.13 -16.03 0.00 150 0.01 0.05 10.74 -0.93 14.03 -7.05 -0.41 -0.03 0.94 0.00 30 0.Elevation 232 .96 -0.03 -7.26 90 0.06 -0.03 8.01 -0.03 0.31 120 0.01 2.93 -14.05 -10.15 180 0.15 60 0.03 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.06 0.02 0.03 -7.07 0.06 0.31 300 0.02 -0.59 0.15 300 0.06 13.02 0.15 240 0.03 0.98 -0.82 -13.03 -8.01 2.88 -10.03 -0.From Face C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.03 -0.02 0.52 4.03 -8.00 0.15 120 0.05 10.02 -0.75 9.03 -0.00 270 0.05 -7.00 0.26 150 0.07 0.05 7. inc.61 0.15 120 0.03 7.04 0.04 0.69 -0.00 0.00 90 0.74 0.78 -2.00 0.04 -0.02 0.15 0.67 -0.01 0.03 0.03 -0.06 -13.00 -0.03 0.00 210 0.05 10.06 0.03 8.06 0.03 -0.82 13.04 0.26 210 0.97 -13. Job Page ERITower Free-Standing Tower Demo 48 of 80 Project Date C-Concepts.03 0.96 0.74 -7.00 0.02 -0.67 0.03 0.04 10.07 0.04 -0.83 -4.00 0.90 -4.05 10.06 0.00 -0.64 0.61 -0.00 30 0.93 2.01 2.26 30 0.03 7.02 0.07 0.15 -19.03 0.00 0.98 0.90 4.26 90 0.00 0.00 0.03 0.02 -0.15 -9.00 0.04 -10.04 0.47 0.98 0.Elevation 232 .06 0. Inc.02 -0.04 0.03 0.05 -0.72 0.06 -13.06 -0.03 0.01 -3.26 330 0.03 0.26 330 0.15 FR70-12-L2 .00 0.00 0.07 0.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 0.08 -0.26 150 0.01 -2.07 -15.15 PiROD 15' Universal T-Frame Sector Mount .01 0.15 0.07 0. 12612 W.04 0.77 -14.05 -10.06 -0.01 -2.04 -0.03 0.03 -0.21 -0.02 0.03 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 0.05 0.15 9.90 9.61 -0.02 0.00 0.02 0.26 30 0.06 -0.74 7.61 0.03 0.06 0.06 0.52 -4.

74 -0.08 0.57 0.16 -0.08 0.11 -46.74 0.53 40.16 0.13 16.59 0.08 -23.11 -47.00 -0.68 -23.00 90 0.13 16.16 0.08 0.14 -0.13 0.93 180 0.00 -0.47 23.00 0.13 -0.08 0.14 0.16 0.80 150 0.08 23.16 0.11 46.96 -0.08 0.00 ALP 8010 . inc.67 0.08 -0.00 150 0.00 -0.15 0.68 23.00 0.80 30 0.Elevation 300 .18 -0.14 -40.14 -40.46 180 0.14 0.93 60 0.08 0.46 300 0.16 0.08 0.14 -40.14 -40.00 -0.14 40.Elevation 300 .15 0.08 23.96 -9.08 -23.14 -40.14 -0.39 0.08 0.15 0.15 0.00 0.08 0.08 0.16 46.46 ALP 8010 .79 0.15 0.76 0.96 0.79 0.16 0.43 0.00 0.14 0.46 120 0.32 -40.15 0.00 0.80 210 0.14 0.00 -0.59 0.08 -0.47 -23.39 0.00 210 0.96 0.24 0.00 0.18 -0.08 0.15 0.39 -0.14 0.76 -0. 12612 W.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 -0.00 0.00 150 0.16 0.00 330 0.Elevation 300 .14 -0.93 240 0.57 0.14 0.04 -0.00 -0.14 -0.00 0.08 9.08 -9.08 0.13 -16.00 270 0.08 0.08 -0.16 46.14 0.79 -16.00 0.47 -23.14 0.08 -0.67 -0.16 -46.00 330 0.14 0.80 .14 0.08 -0.76 0.00 0.14 40.79 16.79 16.64 0.16 -46.From Face B Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.00 -0.15 0.32 40.14 -0.14 0.14 0.04 0.16 0.08 -23.53 40.96 0.00 90 0.46 60 0.96 9.47 23.08 23.08 -0.00 -0.80 270 0.14 -0.15 19.24 -0.00 19.64 -40.14 0.68 -23.76 0.08 0.08 0.08 23.00 270 0.00 0.15 0. Job Page ERITower Free-Standing Tower Demo 49 of 80 Project Date C-Concepts.14 0.93 ALP 8010 .00 0.96 0.11 47.14 0.80 90 0.13 -0.96 9.00 -0.16 0.08 9.96 0.53 -40.16 -46.68 23.24 -0.59 0.00 -0. horn FAX: (262) 252-3134 PiROD 15' Universal T-Frame Sector Mount . 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 60 0.00 300 0.14 40. Inc.79 0.80 90 0.00 180 0.80 210 0.14 0.00 0.00 0.80 30 0.85 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.15 0.08 -23.14 -0.46 60 0.00 0.00 -0.14 0.32 -40.21 -40.79 -16.08 -23.39 0.24 0.08 0.61 0.14 0.08 -0.80 330 0.14 0.15 0.00 0.08 0.08 0.16 0.00 240 0.00 30 0.08 -0.14 0.16 0.21 -46.08 0.00 -19.18 0.14 0.13 0.08 -9.36 -23.00 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 0.46 240 0.14 40.93 120 0.15 0.16 0.61 -0.18 0.00 0.00 0.08 0.Elevation 23'-232' .00 0.16 0.00 120 0.14 0.08 23.00 0.53 -40.46 300 0.61 0.61 -0.00 -0.08 0.08 -0.08 -0.16 -0.46 120 0.00 -0.32 40.

Elevation 300 .43 -50.43 0.00 0.86 0.17 50.00 300 -1.08 0.17 -50.00 240 0.00 -1. 5'1-3/16'' 1.00 60 1.11 -220.04 0.46 180 0.43 -0.08 0.00 440.97 0.17 0.08 -0.11 0.00 -0.20 0.36 23.97 29.07 0.04 381.20 0.00 0.93 300 0.00 0.14 0.08 23.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 120.00 -0.08 -0.00 1. Inc.49 -381.10 29.86 220. Job Page ERITower Free-Standing Tower Demo 50 of 80 Project Date C-Concepts.20 0.49 -0.46 240 0.00 0.20 0.17 -0.14 -40.07 0.46 PiROD 15' Universal T-Frame Sector Mount .00 30 0.00 -58.14 0.86 1.97 -29.20 0.20 58.11 220.86 -1.From Face C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 150 0.79 23.21 46.97 29.00 0.49 0.43 0.20 0.08 -23.04 -381.49 -381. inc.08 -0.10 0.08 0.00 0.43 50.14 0.08 0.07 0.80 330 0.64 40.14 .00 0.16 47.00 -0.None C Wind Fa Fs Vx Vz OTMx OTMz Torque Azimuth deg K K K K kip-ft kip-ft kip-ft 0 0.10 -0.Service Wind Vx Vz OTMx OTMz Torque Azimuth deg K K kip-ft kip-ft kip-ft 0 0.11 220.20 0.Elevation 300 .00 0.16 -0.11 0.10 -29.11 0.0000 0.04 0.86 -220.72 0.00 0.20 0.97 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.43 0.00 0.17 50.10 -29.86 -220.86 0.00 -0.00 150 0.04 0.57 -0.14 -0.04 381.00 0.17 -50.00 -0.14 8'9.00 120 0.00 0. 12612 W.86 -1.00 -0.49 0.57 -0.79 -23.21 40.00 90 1.10 0.14 40.00 60 0.00 300 0.20 0.00 Dish Pressures .49 381.11 -220.20 0.43 -0.14 0.57 22 31/32'' Sum 0.00 0.85 -0.43 -50.00 0.00 58.10 -0.00 210 0.00 210 -0.14 -0.00 0.00 0.00 120 1.17 -0.00 -440.43 0.00 0.06 0.00 270 0.20 0.43 50.00 270 -1.00 150 0.97 0.20 0.14 40.17 0.11 0.00 240 -1.86 1.00 180 0.14 -0.00 Discrete Appurtenance Totals .00 180 0.00 30 0.80 270 0.00 210 0.20 -58.49 -0.86 220.10 29.20 0.86 0.00 0.86 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.00 330 0.00 90 0.00 0.00 0.72 0.97 0. horn FAX: (262) 252-3134 ALP 8010 .16 0.97 -29.00 0.07 0.04 -381.43 0.16 0.08 0.72 440.715 12.49 381.04 0.20 0.00 330 -0.72 -440.

06 -13.17 0.000000 -0.000000 0.08 0.15 -0.12 -26.91 1.03 -0.000404 -0.12 -0.07 15.18 -0.22 0.22 Dish Pressures .000000 0.001770 0.10 -0.80 -1.22 300 -0.11 25.06 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 120.01 2.000390 0.000420 0.83 120 0.19 -38.25 -0.From Leg B .10 0.No Ice Andrew 4' w/Radome .15 0.63 0.000340 -0.001950 -0.08 -0.13 -26.Elevation 218 .23 240 -0.08 38.50 270 -0.000340 0.22 -0.06 90 -0.13 -0.22 -46.000000 0.000890 0.23 60 0.000002 0.00 0.50 30 0.49 1.000390 0. Inc.12 -26.5000 31/32'' Sum 0.19 -38.05 -0. horn FAX: (262) 252-3134 Elevation Dish Aiming Weight Offsetx Offsetz Kz AA qz ft Description Azimuth K ft ft ft2 psf deg Weight: Dish Vectors .45 5.89 1.10 -6.09 0.22 -0.002210 0.01 0.001040 0.10 22.49 27.03 -0.001050 0.28 0.18 0.56 -21.02 19.45 5.50 30 0.28 0.70 0.21 -1.09 -0.00 330 0.23 60 -0.18 0.00 150 0.08 19.05 0.13 -26.33 -21.00 -0.00 330 -0.04 -0.91 1.06 210 0.No Ice Wind Vx Vz OTMx OTMz Torque Azimuth deg K K kip-ft kip-ft kip-ft 0 -0.32 -0.56 -21.09 0.000420 -0.11 25.000132 -0.000132 -0.94 1.07 15.01 2.70 0.15 -0.22 Dish Totals .25 0.With Ice Andrew 4' w/Radome .03 -0.22 -0.09 -0.001330 0.00 -0.001040 -0.08 38.12 -0.19 -0.00 -0.88 -39.000700 0.08 19.93 54.19 -40.13 -0.715 13.23 240 0.28 Weight: Dish Vectors .22 -46.12 0.15 0.63 0.09 0.09 0.00 0.000277 0.06 -13.17 0.01 -1.94 1.12 -0.89 1.18 0.18 0.28 8'9.20 0. Job Page ERITower Free-Standing Tower Demo 51 of 80 Project Date C-Concepts.0000 0.18 0.01 0.03 -0.001330 -0.06 90 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.00 0. 5'1-3/16'' 1.85 0.001280 0.001050 -0.000002 0.83 120 -0. 12612 W.93 54.25 -0.16 -1.85 0.001070 0.001950 0.13 -0.10 22.000404 -0.50 270 0.13 -0.96 46.02 19.22 300 0.04 0.80 -1.12 0.16 -1.000890 -0. inc.83 180 -0.Elevation 218 .19 -40.21 -1.01 -1.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 0.12 0.01 -0.19 0.06 210 -0.001070 -0.32 -0.00 150 -0.06 0.10 -6.15 32.10 16 0.49 27.01 -0.000277 0.83 180 -0.15 32.96 46.49 1.33 -21.001280 -0.000700 -0.88 -39. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.

07 0.05 0.14 0.03 0.95 300 0.001770 0.96 60 0.63 60 -0.54 90 -0.54 210 0.14 40.13 0.001330 -0.000420 -0.16 0.02 0.07 15.00 0.01 0.95 Dish Totals .75 -32.Elevation 218 .07 -0.83 0.03 -0.000420 0.00 0.12 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 0.17 -0.83 210 0.03 0.With Ice Wind Vx Vz OTMx OTMz Torque Azimuth deg K K kip-ft kip-ft kip-ft 0 -0.000000 -0.96 60 -0.18 0.65 180 -0.53 -6.06 13.57 0.000700 -0.87 -0.12 0.00 150 0.10 -0.14 -0.000277 0.07 0.10 -19.04 0.09 0.000000 0.09 -0.04 0.75 3.47 -20.001280 0.000340 -0.88 -0.06 -0.001050 0.03 -0.00 -0.001070 0.31 0.05 0.10 0.47 -0.11 26.14 0.02 -20.08 -0.08 18.10 -0.000002 0.18 -0.46 20.09 0.05 -0.01 0.02 0.17 270 0.17 -35.03 -0.05 12.000420 0.00 -0.75 3.17 -0.21 35.02 -0.000002 0.31 -18.11 -0.00 330 -0.00 150 -0.05 -0.48 0.08 0.96 240 -0.06 -0.05 0.65 120 -0. Inc.000700 0.001280 0.57 11 31/32'' Sum 0.53 -6.001040 -0.65 180 -0.000132 -0.000890 0.000404 -0.87 -0.58 -31.000000 0.04 18.14 1.001040 0.87 0.31 0.63 -0.000390 0.000132 -0.14 8'9.07 15.14 0.10 0.08 18.89 0.31 0.17 30 0.20 -0.17 270 -0.31 -18.02 -0.09 0.73 13.000000 -0.14 0.48 0.47 -0.00 0.05 0.96 240 0.000390 0.09 0. 12612 W.15 0.55 -18.06 0.000700 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 120.09 -0.01 -0.001950 0.001050 -0.66 28.20 -0.73 13. inc.001070 0.000890 0.08 -0. Job Page ERITower Free-Standing Tower Demo 52 of 80 Project Date C-Concepts.97 -4.000002 0.20 -0.09 0.001040 -0.000132 -0.001070 -0.Service Andrew 4' w/Radome .14 Weight: Dish Vectors .83 90 -0.00 -0.07 0.06 0.00 1. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.00 0.05 12.83 90 0.001280 -0.04 -0.17 -35.21 35.07 0.43 0.09 0.000420 -0.48 -0.001950 -0.20 -1.000000 0.15 -0.58 -31.00 0.09 -0.17 -0.42 120 -0.00 330 0.15 -30.02 -0.83 210 -0.00 150 -0.000002 0.17 30 0.08 -0.000277 0.10 -0.000890 -0.001330 0.10 -0.05 -9.0000 0.03 0.08 0.78 -0.000404 -0.000390 0.04 10.10 -20.17 -0.20 -1.001280 -0.11 26.77 .01 2.04 -0.10 -20.001070 -0.43 0.06 -0.96 -11.00 -0.15 -30.000340 0.001330 -0.01 0.13 0.08 0.46 20.00 -0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.45 -11.002210 0.65 120 0.95 300 -0.000404 -0.000000 0.42 180 -0.11 0.09 0.001040 0.03 -6.06 -12.000340 -0.10 -0.00 0.000404 -0.20 0.14 0.10 -20.09 20.05 9.05 -9.000700 -0.87 0.10 -19.000132 -0.06 0.00 0.02 -0.75 -32.88 -0.05 0.14 1.02 -0. 5'1-3/16'' 1.01 2.77 30 0.17 -0.63 240 0.03 8.715 12.12 -0.09 -0.07 16.95 Dish Pressures .31 0.001330 0.55 -18.29 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 0.63 -0.000890 -0.14 40.001770 0.000340 0.09 20.66 28.01 0.00 0.000390 0.05 12.89 0.07 -0.25 -0.

86 Bracing Weight 40.93 Wind 60 deg .09 0.43 0.85 Wind 180 deg .06 13.09 0.90 -6089.24 Member Ice 24.06 -13.01 44.36 Gusset Ice 0. horn FAX: (262) 252-3134 Andrew 4' w/Radome .11 -23.002210 0.90 -32.25 Wind 90 deg .77 270 -0.42 Wind 30 deg .10 0.31 3512.Ice 126. Inc.55 -5973.21 -20.000277 0.19 -39.79 21.07 -0.60 23.45 5969.97 5640.No Ice 87.18 -22.10 -39.19 -0.19 -21.No Ice 87.001050 0.001950 0.16 -6452.20 Wind 60 deg .35 22.29 2.01 -30.05 -0.83 -11.06 39.07 -12.35 22.001050 -0.13 27.Service Wind Vx Vz OTMx OTMz Torque Azimuth deg K K kip-ft kip-ft kip-ft 0 -0.34 Wind 210 deg .75 0.01 -15.86 12. Job Page ERITower Free-Standing Tower Demo 53 of 80 Project Date C-Concepts.19 42.19 21.62 Dish Totals .57 0.00 0.No Ice 87. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.18 Wind 90 deg .06 -13.Ice 126.23 Wind 300 deg .60 -23. 12612 W.06 -12.00 150 0.96 -11.27 -0.07 -0.60 -0.19 36.89 3.36 7039.06 39.01 -0.99 -39.60 38.000277 0.00 1.05 0.60 -23.62 300 -0.03 -6.22 0.63 240 -0.54 210 -0.06 -0.59 -23.31 Wind 0 deg .No Ice 87.Ice 126.52 Gusset Weight 3.94 -6565.11 -0.60 22.17 -0.60 -46.71 -0.63 60 0.41 23.91 -22.77 30 0.37 13.84 -22.40 -12.No Ice 87.03 8.06 Wind 270 deg .24 -7022.97 -4.Ice 126.52 0.05 0.42 180 -0.69 -3273.76 0.No Ice 87.47 -3449.No Ice 87.38 37.28 6.39 23.38 36.05 -0.No Ice 87.10 -20.85 24.06 -0.No Ice 87.No Ice 87.000000 0.42 120 0.99 -6109.43 -3285.Ice 126.62 19.60 42.66 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 270 0.11 -0.43 0.64 0.78 -0.22 0.06 -0.35 6451.60 -0.64 0.54 -20.00 -0.62 Force Totals Load Total Sum of Sum of Sum of Sum of Sum of Torques Case Weight Forces Forces Overturning Overturning X Z Moments.02 -0.42 -6924.45 -11.000000 0.01 -12.70 3703.No Ice 87.14 Wind 150 deg .93 6855. inc.83 0.00 1.04 10.12 0.19 -13.69 3409.Ice 126.46 -7460.09 0.11 12.98 -20.02 -20.19 -0.04 18.Ice 126.72 3415.66 Wind 120 deg .19 21.37 13.25 -3498.63 Wind 120 deg .13 -0.05 12.13 0.03 -45.07 16.92 -3255.03 -49.14 Wind 30 deg .33 Total Member Self-Weight 74.05 9.85 -3512.33 -37.60 46.92 6066.83 Wind 0 deg .00 -0.48 -0.60 -39.001950 -0.86 6053.41 23.85 24.20 Wind 240 deg .No Ice 87.13 27.62 300 0.20 -0.60 11. Mz K K K kip-ft kip-ft kip-ft Leg Weight 33.60 -42.05 -0.00 0.47 -20.65 -5582.07 Wind 210 deg .26 0.20 Wind 150 deg . Mill Road Example 18:26:48 01/28/03 Menomonee Falls.09 -2.00 -0.02 5651.03 -22.19 39.Ice 126.00 -5711.06 0.19 -0.99 22.46 5974.Elevation 218 .82 6412.11 -23. Mx Moments.11 0.74 3711.78 -23.85 3280.83 -5947.93 Wind 240 deg .11 -0.Ice 126.13 -0.01 41.78 -11.00 330 -0.63 3520.54 -3463.54 90 0.05 Wind 180 deg .91 Wind 330 deg .00 330 0.25 -0.71 .

26 Wind 270 deg .Service 87.Service 87.No Ice 4 Dead+Wind 60 deg .No Ice 12 Dead+Wind 300 deg .52 0.62 1901.No Ice 8 Dead+Wind 180 deg .Service 87.17 Wind 210 deg .61 3287. inc.No Ice 6 Dead+Wind 120 deg .60 -11.Service .22 Wind 60 deg .Service 87.45 1795.08 -5727.Service 87.34 3096.05 -1785.65 -10.19 -42.86 11.18 3290.43 0.35 Wind 300 deg .60 -23.30 5599.38 6575.60 1897.Service 37 Dead+Wind 300 deg .47 -3583. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.85 Wind 300 deg .60 -19.20 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.No Ice 10 Dead+Wind 240 deg .87 -6.00 -0.60 -11.96 -3266. Inc. Mz K K K kip-ft kip-ft kip-ft Wind 270 deg .Ice 126.60 23.01 23.56 2.36 -3099.76 20.60 -21.No Ice 3 Dead+Wind 30 deg .77 20.36 Wind 0 deg . Mx Moments.38 6.16 -0.00 1.86 12.Ice 126.05 Wind 180 deg .22 Wind 240 deg .44 12.23 -3798.25 Load Combinations Comb.33 Wind 90 deg .Service 87.36 3047.60 -0.Service 31 Dead+Wind 120 deg .85 -11.31 -20.11 Wind 330 deg .05 Wind 120 deg .47 -1752.16 -3292.Service 87.41 -37.33 Wind 150 deg .04 -1793.73 -20.Service 87.30 10.47 20.41 -3035.02 -25.16 Wind 330 deg .00 22.No Ice 5 Dead+Wind 90 deg .Ice 126.13 3590.60 11.Service 32 Dead+Wind 150 deg .07 Wind 30 deg .No Ice 9 Dead+Wind 210 deg .Service 29 Dead+Wind 60 deg .92 -11.50 -1759.Service 28 Dead+Wind 30 deg .37 3103. Description No.92 6.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 .Service 87. 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.Service 87.41 -3109. Job Page ERITower Free-Standing Tower Demo 54 of 80 Project Date C-Concepts.01 -33.79 -20.19 -21.Service 36 Dead+Wind 270 deg .No Ice 7 Dead+Wind 150 deg .90 -11.60 -0.56 -0.Service 34 Dead+Wind 210 deg .60 19.Service 33 Dead+Wind 180 deg .23 -6.Service 87.86 12.55 11.Service 87.93 -12.19 -36.13 1790.No Ice 11 Dead+Wind 270 deg .82 -0.60 11.No Ice 13 Dead+Wind 330 deg .Service 35 Dead+Wind 240 deg . 1 Dead Only 2 Dead+Wind 0 deg .92 3505.60 21.Service 30 Dead+Wind 90 deg . 12612 W.

76 -0. My 16 -2. Vy 8 0.00 0.02 -0. inc.00 Max.00 Max.00 0.00 0.00 Max.22 0.00 Max.00 0. ft Type Load Moment Moment Comb. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.03 0.00 Horizontal Max Tension 9 0. Vy 8 -0. Compression 2 -6. My 5 -2. Mx 26 -3.01 0.01 Max.02 -0.00 Max. Compression 10 -16.00 Max. Vy 15 -0.00 Max.04 0.Service Maximum Member Forces Section Elevation Component Condition Gov.03 -0. My 18 -0.240 Leg Max Tension 12 23.15 -0.97 0.01 -0.04 0.21 0.00 Max. Compression 4 -0.45 -0.38 0.00 Top Girt Max Tension 6 0. Inc.00 Max.12 -0.61 0.40 0.02 Max.00 Max.00 Max.93 -0.01 -0.19 -0.18 -0.00 Max.57 Max.01 Max.00 0.01 -0.58 -0.08 0.86 0. horn FAX: (262) 252-3134 Comb. 12612 W.00 Max.01 Max.85 0. K kip-ft kip-ft T1 300 .00 Max.220 Leg Max Tension 12 34.96 0.02 0. Compression 10 -0. Mx 15 0. My 15 1.14 0.19 0.00 0. Vy 4 -0.12 0.00 0.00 0.00 Max.19 0.53 0.01 Max.00 0.00 .24 Diagonal Max Tension 9 3.00 0.97 0.00 0.00 0. 38 Dead+Wind 330 deg .00 Max. Mx 8 22.03 -0.03 -0.05 0.18 Max.54 0.02 0.00 Max. Vy 16 0. Mx 16 0.03 -0.14 0. Compression 2 -44.00 0.37 Diagonal Max Tension 9 2.00 Max.56 0.02 0.03 0.90 -0.00 0.32 -0.00 0. Vy 26 -0.08 0.02 0.02 -0.57 0.39 -0. Compression 9 -4.01 T3 260 . Compression 9 -2.03 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.50 0. Vx 11 0.00 Max. Vx 11 -0.01 Max. Vy 25 0. Mx 16 1. Vy 26 0.03 0. My 5 -3.17 0.97 -0.18 Diagonal Max Tension 3 1.67 0.82 0.00 Max. Compression 3 -1.01 Max.44 0. Mx 25 1.03 0.04 0.24 0.56 0.02 -0.00 0.02 0.33 0. Compression 9 -1. Compression 23 -0.00 Inner Bracing Max Tension 10 0. Mx 14 -0.45 -0. Vx 7 -0.00 Max.00 Max.23 -0.00 -0.22 0.00 Max.02 Max.42 -0.46 Max. Vx 13 0. Mx 8 28. Description No. Mx 23 -0.00 Max.44 -0.03 0. Mx 6 -16.03 Max. Mx 6 -3.18 Max.02 -0.12 0. Compression 2 -29. Vy 6 -0. Force Major Axis Minor Axis No.00 Max. My 7 -1.15 0.03 0.01 Max.00 T4 240 .03 0.00 Max.15 0.00 0.36 -0.280 Leg Max Tension 12 4.00 T2 280 .00 Diagonal Max Tension 9 1. Job Page ERITower Free-Standing Tower Demo 55 of 80 Project Date C-Concepts.01 0.00 Max.94 0. Vy 18 0.00 0.00 0.00 0.43 0.23 -0.12 -0.01 Max.260 Leg Max Tension 12 13.

Compression 9 -4.00 Max. Mx 15 0.00 Max.00 0.35 0.26 -0. Vx 5 0.00 Max. Compression 9 -5. Mx 15 0.67 -0.00 0. Compression 9 -4.00 Max.05 0.05 0.27 0.00 Max.00 0.00 Max.04 -0. Vy 23 -0.06 -0.27 Max.08 0.00 Max.00 0.00 0.04 0. Vy 15 -0.00 Max.30 -0.00 T8 160 .88 0.48 0.00 Max.00 Max.05 0.31 0.02 0.07 -0.00 0.00 0.32 -0.00 Horizontal Max Tension 7 0.22 0. Mx 15 0.00 0.00 Max.74 -0.46 0.42 -0.00 Max.02 -0.37 0.00 0.03 -0.35 -0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.08 0.56 0.01 -0. Vy 6 0.19 -0.04 -0.03 -0.00 Max.00 0.12 0.00 Inner Bracing Max Tension 6 0.00 0.00 Max.96 0. Vy 26 0. ft Type Load Moment Moment Comb.00 Max.22 -0.24 -0.00 0.00 Max. Compression 6 -0. inc.06 -0. Compression 26 -0.05 -0.00 Max. Mx 2 -61.00 0. Mx 26 3.20 0.04 0.01 0.22 -0. Compression 2 -117. horn FAX: (262) 252-3134 Section Elevation Component Condition Gov.35 -0. Vy 10 -0.65 -0.180 Leg Max Tension 12 62.04 0.65 0. Mx 26 -4.00 Horizontal Max Tension 13 0. Vx 5 -0.04 0.00 -0. Compression 2 -79.00 Max. My 5 -5.52 0.49 Max.03 0.03 -0.00 0. Compression 6 -0.00 Max.00 Max.04 -0. Mx 22 -0.31 0.01 0.00 Max. Mx 2 -98.02 0. Compression 15 -0. Compression 2 -61.08 -0.31 0. Vy 15 -0.00 -0.00 T6 200 .49 Diagonal Max Tension 9 5.26 -0.80 0.23 Diagonal Max Tension 9 4.00 0.00 Inner Bracing Max Tension 2 0.00 Max.03 0. Mx 15 -116. Job Page ERITower Free-Standing Tower Demo 56 of 80 Project Date C-Concepts. Vx 2 -0.05 0.24 -0.03 -0.00 T5 220 .00 Max. Mx 26 -5.54 0.38 -0. Compression 2 -0.04 0. Vy 26 -0. Vy 26 -0.00 Max.00 Max.13 -0.49 Max. Inc.08 0.01 Max. Mx 15 -0. K kip-ft kip-ft Max.00 0.140 Leg Max Tension 12 90.00 Max.19 -0.01 Max.00 0.03 -0.04 -0.01 0.00 Max.00 Inner Bracing Max Tension 6 0.00 0.08 0.01 Max.01 Max.00 Max.04 0.160 Leg Max Tension 12 76.06 0.26 -0. Vy 10 0.00 Max. Vx 11 0.06 -0.49 .00 0. Compression 19 -0.05 0.00 Max.34 Diagonal Max Tension 9 4.26 0.62 -0.00 0.27 0.00 0. My 5 -9. Mx 15 -0. Mx 2 -79.30 -0.00 Max.00 T7 180 .00 Max. Vy 15 -0.21 -0.05 0.19 0. My 5 -9.27 0. Force Major Axis Minor Axis No. Vy 15 -0.08 -0.00 Max.26 0. Vy 15 0.71 -0.08 -0.00 Max.00 Max.00 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls. Compression 2 -98.14 0.04 0.00 0. Vy 15 -0.00 Max.10 0.01 0.01 0.02 Max.00 Horizontal Max Tension 7 0.00 Max. Vy 10 0.00 Max.200 Leg Max Tension 12 48. 12612 W.00 -0.03 0.83 -0.34 Max. My 5 -7.

00 Max.00 Max. Compression 26 -0. Compression 6 -0.56 0.13 -0.93 0.00 Max.00 Max.06 0.32 -0.02 0.05 0.00 Max.00 Max.01 0.11 -0.00 Max.02 0. Mx 2 -130.00 0.04 Max.85 -0. Mx 19 1.07 0.14 -0.00 T9 140 . Mx 15 1.13 -0.67 0. Vy 2 0.00 Max. Compression 9 -8. Mx 20 -5.06 0.18 -0.00 0.21 -0. My 11 -12.00 0.15 0.04 Max.85 -0.44 0.05 Max.14 0.05 Max.01 -0.00 Max. Job Page ERITower Free-Standing Tower Demo 57 of 80 Project Date C-Concepts. Vx 11 0. My 2 5.00 0.00 Max.72 0. Compression 9 -6.00 0.13 0.01 0.00 0.00 .00 Max. Inc.00 Max. Vy 2 -0.00 Max.00 0. ft Type Load Moment Moment Comb.00 Max.01 Max. Vx 15 0.63 0.17 0.02 Max.58 -0.29 -0. Vy 19 -0.00 -0.00 0.13 -0.65 Diagonal Max Tension 9 8. inc.00 Max.20 0.17 0.00 Redund Diag Max Tension 2 1.72 0.02 0.19 -0.01 0.56 0. Compression 19 -0. Vy 20 -0.00 Horizontal Max Tension 7 0.08 -0. Compression 2 -1.03 0.07 -0.00 Max.05 -0.15 0. Vy 25 -0.53 1.00 Max. Mx 17 -0. Compression 2 -152. Vx 15 -0. My 11 -15.01 Max.00 0.00 0. Mx 18 0.01 -0.00 Max.00 Redund Hip Bracing Max Tension 2 0.00 Max.00 T10 120 .18 -0.00 Horizontal Max Tension 12 0. Vx 11 0.32 -0.02 -0.47 0.00 Max.01 0.65 Max.100 Leg Max Tension 12 115.13 -0. 12612 W. horn FAX: (262) 252-3134 Section Elevation Component Condition Gov. Mx 16 -0.05 Max.35 -0.00 0.74 -0. My 25 0. Compression 9 -8.00 Max. Vy 15 -0.00 Horizontal Max Tension 12 0.00 0. Compression 2 -131. Vy 16 -0.35 0.00 Max.00 0.59 Max.01 Redund Horz Max Tension 2 1.00 Max.00 0.95 0.14 -0.00 Max.17 0.32 0.00 Max.01 0.01 Max.02 0.59 Diagonal Max Tension 9 7. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.70 -0.05 0.11 -0. Compression 25 -0.73 -0.01 Max.120 Leg Max Tension 12 100.13 -0.00 Max.16 -0.65 -0.04 Max.06 0.00 0. Mx 23 5.86 -0.00 0. Vy 23 0.03 0.01 Max.00 0.00 Max.00 Inner Bracing Max Tension 6 0.01 0. Force Major Axis Minor Axis No.00 0.11 0.98 0.03 0.00 0.34 0.00 0.93 -0. Vy 24 -0.02 0.05 -0.66 -1. Vy 23 -0. My 19 0.00 0.35 -0. Vy 15 0.00 Bracing Max.00 Bracing Max.00 0.38 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.15 0. Compression 13 -0.00 Max.38 0.98 0.00 Inner Bracing Max Tension 13 0.19 -0. Mx 23 7. Vy 15 0.00 Max. My 2 7.98 0.00 0. Compression 2 -1.28 0. Mx 2 -151.00 0.00 0.00 0. Mx 15 0.00 Max.00 0.54 1. Mx 25 0.13 -0. K kip-ft kip-ft Diagonal Max Tension 9 5.34 0.

02 0.00 Max.00 0. Mx 25 -0.00 T11 100 . Compression 2 -194. Mx 15 0. Vx 11 0.03 0.00 T12 80 .00 Max.00 0.70 -0.00 Max.00 0.65 Max.28 0. Compression 25 -0. Mx 17 -0.14 -0.00 Max. Mx 14 0. Compression 19 -0.00 Max.02 0.00 Max.60 Leg Max Tension 12 144. Vy 17 0.00 0.03 0.00 Redund Hip Bracing Max Tension 2 0. Compression 6 -0.01 Max.06 -1.02 0.00 Max.00 Bracing Max. Compression 2 -2.59 0. Vy 20 0.00 Bracing Max.28 0.20 0.06 -0.01 Max.50 0. Compression 9 -9.00 Max.00 0.04 Max.00 Redund Hip Bracing Max Tension 2 0.01 0.04 Max.11 0.02 0.20 0.01 Max. ft Type Load Moment Moment Comb.20 0.00 0.43 0. Mx 2 -192.00 Max.01 0. Compression 2 -2.02 0.01 0. Compression 19 -0.00 Max.01 Max. Force Major Axis Minor Axis No.19 -0.05 -0. Compression 25 -0. K kip-ft kip-ft Max.25 -1.14 -0.02 0.07 0.02 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.30 -0. My 2 6. Inc.00 0. Vy 14 0. horn FAX: (262) 252-3134 Section Elevation Component Condition Gov.01 0. Compression 6 -0.00 0. Mx 22 -0.67 -0.00 Redund Diag Max Tension 2 1.80 Leg Max Tension 12 129. 12612 W.00 0.00 0.07 0.65 0.00 0.00 0.00 Max.02 0.20 -0. Vy 20 0.00 Max.16 -0.00 Redund Horz Max Tension 2 2.00 Horizontal Max Tension 12 0.29 0. Vx 15 -0.00 0.01 Redund Horz Max Tension 2 2. Vy 25 0.04 Max.56 0.37 -1.00 Max.00 0.00 0.04 0. My 11 -16.01 -0. Compression 2 -172.00 0.00 0.00 Max.00 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls. Vy 26 0.00 Max.64 -0.01 Max.10 -0.47 -0.04 0. Compression 2 -1. Mx 2 -171.00 Redund Diag Max Tension 2 1.00 0.01 -0.78 1.00 Max. Vy 17 0.23 -0.00 0.00 Bracing Max.00 Max. Mx 17 -0.57 0.50 0.00 0.21 0.00 Max.00 Max.59 0.00 Bracing Max.01 -0.00 0.01 .12 0. Mx 21 0. Vy 15 -0. My 23 0.03 0.65 0.28 0. inc.14 -0.29 0.00 0.00 Max.00 Max.03 0.00 0.19 1.67 0.38 0.20 -0. Vy 25 -0.00 Max. Vy 2 -0.66 -0. Mx 17 -0. Mx 14 0.09 -0.00 Inner Bracing Max Tension 6 0.21 0.00 Max.57 Diagonal Max Tension 9 8.01 -0.68 -0.17 -0.00 0. Job Page ERITower Free-Standing Tower Demo 58 of 80 Project Date C-Concepts.01 0.08 -0.00 Max. My 11 -20.00 Max.61 -0.83 -0.24 0.18 0. Compression 2 -1.20 0.00 Max. Vy 23 0. My 23 0.00 Max.00 -0.00 0.12 -0.02 0.07 0. Mx 23 6.00 Max.00 0.18 -0.01 0.01 Max.00 Inner Bracing Max Tension 6 0.00 Max.01 -0.58 1. Mx 22 -0.00 Max. Vy 25 0.

66 0.85 -0.14 -0.01 0. Vy 15 0.00 Max.07 0.00 Max.09 0. Compression 6 -0.01 Max.00 Max.12 -0.25 -1.81 0. Compression 9 -10.00 Max.32 0.31 -0.06 -0.32 0. 12612 W. inc.04 Max. Mx 26 -0.00 Redund Diag Max Tension 2 1.00 Max.03 Max.01 Diagonal Max Tension 9 9.04 Max.01 -0.00 Bracing Max.02 0.00 0.00 Max.52 -0.01 Max.00 Redund Diag Max Tension 2 1.00 0. ft Type Load Moment Moment Comb.00 .00 0.22 0.00 0.01 Max.00 0. My 23 0. Mx 15 0.00 0.00 0.19 -0.00 Max.92 0. horn FAX: (262) 252-3134 Section Elevation Component Condition Gov.12 0.02 0.02 Max.01 Max.01 0.01 Max.00 0.00 Max.81 0. Force Major Axis Minor Axis No.14 -0. Compression 25 -0.00 Max. Compression 2 -2.01 0.00 Horizontal Max Tension 7 0. K kip-ft kip-ft Max.01 0.15 -0.03 Max.25 -1.00 0.96 0. My 23 0.01 Max.00 Max.67 0.01 Redund Horz Max Tension 2 2.00 Bracing Max.02 0.13 -0. Compression 6 -0.01 Max. Vy 2 -0. Mx 2 -213.04 Max.11 -0.04 0.00 0. My 2 8. Compression 2 -1.00 0.02 0.04 0.52 -1.32 0.01 Max.36 0.32 0.00 Max.00 0.01 0. Vy 23 0.96 0.42 -0. Vy 15 0.00 0.99 -0.61 1.00 Bracing Max.00 Bracing Max.00 T13 60 . Vx 15 0. Mx 26 -0.24 0.00 0.00 Max. Inc.80 -0. Compression 9 -9.37 0.16 -0.00 0. Compression 25 -0.00 0.00 0.04 Max.40 Leg Max Tension 12 158.01 Max. Compression 2 -1.00 Max.08 -0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.00 Redund Hip Bracing Max Tension 2 0. Vy 15 0. Vx 15 0.15 -0.00 Max.00 Max.00 0. Mx 15 0.01 0.37 0.00 0.19 -0. Compression 2 -3.38 -0.25 -1.01 -0.62 -0.88 -0.00 Horizontal Max Tension 7 0. Mx 21 -0.22 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.37 0. Vy 19 0.04 0.05 0. Vx 11 -0. My 11 -20.00 Max.00 0. My 2 7.12 1.00 Max. Mx 25 -0.51 -0. Compression 19 -0.24 0.00 0. Job Page ERITower Free-Standing Tower Demo 59 of 80 Project Date C-Concepts.38 0. Vy 25 0.01 Max.49 -0. Mx 23 7.00 Inner Bracing Max Tension 6 0.01 0.20 0.01 Diagonal Max Tension 9 9. Vy 26 -0. Vy 2 -0. Mx 19 0.00 Max.15 -0. Vy 25 -0.64 1.01 Redund Horz Max Tension 2 3.00 Max.04 -0.26 -0.00 Max. Compression 2 -214.02 0. Mx 15 0. Vy 23 -0.00 Redund Hip Bracing Max Tension 2 0.53 -0. Vx 11 0. Vy 19 0.02 0.05 0.61 -0.11 0.06 -0.92 0.02 0.00 Max.04 0.11 -0. Mx 23 7.00 Max.00 Max.00 0.64 -0. Mx 25 -0.00 0.37 0.00 0.13 -0.20 0.49 0.

00 Horizontal Max Tension 7 0. Mx 15 -251.00 Max. My 2 9. Compression 9 -10.33 -1.00 0.56 -0. Vx 23 0.64 0.00 Max. Vx 15 0.03 -0.01 Max.48 -0. Vy 19 0.00 Max.33 -1.92 -0.20 Leg Max Tension 12 173.16 -0.01 Max. My 23 0.00 0.00 Max. Mx 19 9.00 Max.02 0.08 -0. Vy 19 0. Compression 2 -2.05 0.48 0.42 -1.02 0.00 Max.00 -0.91 -0.08 -0.59 0.15 -0.19 -0.18 -0.65 1.37 0. Vy 15 -0. Vy 17 -0.40 0.00 Max.13 -0.09 -0.44 -0. 12612 W.00 0.59 0.01 Max.03 Max.02 Max. Mx 15 -233. Mx 15 0.00 Max.04 Max. Vx 11 0.18 -0.00 Inner Bracing Max Tension 6 0.00 Bracing . My 2 8. Mx 15 0.78 -0. Mx 15 0.18 0.02 Redund Horz Max Tension 2 3.69 -0.02 -0.20 -0.03 Max. Job Page ERITower Free-Standing Tower Demo 60 of 80 Project Date C-Concepts.00 Max. Vy 15 0.76 -0.00 Bracing Max.09 0.78 1. Vy 26 0.01 0.00 Inner Bracing Max Tension 6 0. horn FAX: (262) 252-3134 Section Elevation Component Condition Gov.00 T14 40 . inc. Compression 19 -0.00 0.71 0.05 0. Mx 14 -0. Vy 19 0.14 Max.17 -0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls. Compression 6 -11. Compression 2 -3.64 -0.02 0. ft Type Load Moment Moment Comb.05 0.91 -0. My 11 -25.14 Diagonal Max Tension 9 9.00 0.56 0. Compression 6 -0.08 -0.00 0.01 0.01 -0.00 Redund Diag Max Tension 2 2.14 Diagonal Max Tension 9 10.59 0. Vy 2 -0.00 Max.20 0.41 0.21 0. Mx 17 1.00 Max.53 0.00 0.64 0.00 0.00 Max.02 Max.59 0.33 -1. Compression 6 -0. Vx 25 -0.16 -0. Compression 19 -0.00 0.00 Max.14 0.67 0.00 0.21 0.02 Redund Horz Max Tension 2 3.00 0.01 -0.02 Max. My 11 -27.00 0. Mx 19 8.11 -0.00 0.64 0.00 Redund Hip Bracing Max Tension 2 0.02 Max.00 0.00 Max.47 0.01 0.00 Max. My 23 0.00 Max.14 Max.00 0.01 -0.02 Max.01 0. K kip-ft kip-ft Max.00 0.00 0. Vy 16 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.00 Max. Mx 25 -0.03 Max.02 Max. Vx 23 -0.01 0.27 0.69 -0.33 -1.06 0. Vy 26 -0.01 Max.02 0.00 Max. Force Major Axis Minor Axis No.20 0.74 -1.02 0.00 Max.60 -0.02 0.03 Max.00 Max. Vx 11 -0.00 Bracing Max.00 0.00 Max.83 -0. Compression 2 -237.00 T15 20 .62 -0.58 0.88 0.00 0.03 Max.60 -0. Vy 25 0.00 0.17 0.03 Max.56 0.0 Leg Max Tension 12 186.13 0. Compression 25 -0. Vy 2 -0.00 Max.03 Horizontal Max Tension 12 0.16 -0.00 0.00 0.67 0.00 -1.03 Max.01 Max. Mx 14 0.00 0.01 -0.31 -0. Compression 2 -258.13 0. Inc.

Vy 24 -0.31 20.24 -7022.14 Dead+Wind 30 deg .98 -20. Hx 6 267.00 0. Hx 4 -191.00 0.85 -3512.11 Max.81 27.01 44. Force Major Axis Minor Axis No.60 0. Compression 2 -3.59 16.35 -20.28 6. Hz 8 -190.66 0.92 6066.00 31.67 0.81 27.01 -12. Vert 8 -190.00 0. X Horizontal. Compression 25 -0.52 0.01 -23.00 Inner Bracing Max Tension 6 0.60 -0.60 22.00 0.19 Min.35 12.80 12.00 -16.34 Dead+Wind 210 deg . Vert 10 267.No Ice 87.01 Max.82 -0.00 -13.00 Redund Hip Bracing Max Tension 2 0.07 Min.60 38.05 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts. inc.94 -27.81 27.00 31.60 46.83 -5947.00 Maximum Reactions Location Condition Gov. Vy 20 -0.00 Dead+Wind 0 deg .27 12.00 0.00 Leg B Max.88 0.15 0.60 23.00 0.83 -11.20 .00 0.01 -16.27 12.00 0. Inc.25 -3498.49 0. Vertical Horizontal. Vert 2 268.00 0.25 Dead+Wind 90 deg .00 1.00 -0.74 3711.06 39. Vert 12 -192.31 20. Compression 19 -0.40 -12.00 Max.00 0.No Ice 87.69 4.00 0. Mx 20 -0.31 3512. Mx 24 0.00 0. Hz 13 -166.67 -0.40 Max. Vy 15 -0.66 0. Mz K K K kip-ft kip-ft kip-ft Dead Only 87.00 -16. Mx Moment. Compression 2 -2.00 -16.15 Min. Hz 3 -165. horn FAX: (262) 252-3134 Section Elevation Component Condition Gov.03 0.01 0.91 -22.No Ice 87.00 Max.06 0. 12612 W. Vy 14 -0.00 Max.28 0.No Ice 87.60 -23. Hx 11 29. Mx 14 0.11 Min. K kip-ft kip-ft Max.20 Dead+Wind 60 deg .94 -27. Job Page ERITower Free-Standing Tower Demo 61 of 80 Project Date C-Concepts.01 -16.00 0.87 12.35 -20.94 -27. Hx 12 -192.71 -0.00 Max.01 Leg A Max.24 2.59 -4.58 Tower Mast Reaction Summary Load Vertical Shearx Shearz Overturning Overturning Torque Combination Moment.25 2.40 Min.58 Min.No Ice 87.99 -39.46 -7460.00 Max.02 0.47 -3449.86 6053.85 24.00 Max.No Ice 87. ft Type Load Moment Moment Comb. Z Load K K K Comb.00 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.90 -6089.85 Dead+Wind 180 deg .28 0. Mx 15 3.59 -23.00 Redund Diag Max Tension 2 2. Hz 6 267.00 Bracing Max.06 39.01 -16.07 Min.60 -0.63 -16.10 0.49 0.00 Max.35 12.05 0.63 Dead+Wind 120 deg . Hz 2 268.67 0. Leg C Max.52 0.00 Max.02 0.60 42.03 -49.00 Max.01 -23.00 Max. Vert 4 -191. Hx 10 267.62 Min. Hx 5 29.02 0.11 12.No Ice 87.01 Min. Vert 6 267.00 Max.00 Max.63 Max.16 -6452.93 6855.18 -22.01 0. Hz 10 267.20 Dead+Wind 150 deg .No Ice 87.

35 -126.75 126.03 -126.00 0.19 -20.97 5640.01 87.00 -12.91 87.19 36.54 39.02 5651.17 Dead+Wind 210 deg .35 22.60 -39.30 5599.47 -1785.08 -5727.19 39.27 -0.19 87. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.94 -10.90 -22.93 Dead+Wind 60 deg+Ice 126.93 0.79 3048.01 41.70 0.75 0.64 6.19 41.38 36.37 3088.01 -126.10 6. Inc.23 Dead+Wind 300 deg .54 -20.55 3591.91 Dead+Wind 330 deg .33 Dead+Wind 150 deg .34 3081.33 Dead+Wind 90 deg .Service 87.94 -6565.38 6575.15 0.03 87.No Ice 87.97 21.92 0.77 20.60 -21.35 Dead+Wind 300 deg+Ice 126.90 0.06 -87.60 23.10 87.19 -0.98 3.10 -39.35 22.000% 6 42.02 10.99 87.60 -11.85 -11.000% 14 0.60 -23. K K K K K K 1 0.000% 21 -0.000% 22 -21.82 126.18 Dead+Wind 90 deg+Ice 126.19 -0.19 20.33 -126.43 -3285.19 42.60 24.73 0. Mz K K K kip-ft kip-ft kip-ft Dead+Wind 240 deg .27 11.22 Dead+Wind 240 deg .78 -23.19 0.92 -3255.01 46.21 -12.Service 87.33 -37.69 39.03 -87.06 -87.000% 24 -42.19 -36.60 11.24 Dead+Ice 126.00 -32.46 0.21 126.00 0.60 11.02 -21.05 Dead+Wind 180 deg+Ice 126.45 5969.19 0.62 3287.93 0.92 -11.01 -15.36 7039.19 -0.92 0.31 -20.10 -87.Service 87.73 -3292.60 0.000% 15 -0.Service 87.91 -87.19 -0.60 39.60 -39.97 0.000% .000% 19 39.Service 87.46 0.00 0.36 -3113.01 0.60 22.79 21.19 -41.35 126.47 -1766.74 -42.55 -5973.39 23.63 3520.85 -87.05 Dead+Wind 120 deg .42 0.19 -42.85 Dead+Wind 300 deg .15 -6.71 1791.85 3280.92 -36.00 -21.54 -3463.10 -87.07 Dead+Wind 210 deg+Ice 126.41 -37.19 0.99 23.000% 10 -42.11 Dead+Wind 330 deg+Ice 126.05 Dead+Wind 180 deg .93 Dead+Wind 240 deg+Ice 126.99 22.03 -87.69 0.60 -42.87 1796.Service 87.09 -2.Service 87.No Ice 87.89 3.83 -3034.60 39.19 21.60 1882.73 -20.16 Dead+Wind 330 deg .18 -11. inc.06 Dead+Wind 270 deg .85 87.86 0.61 -1792.85 -87.00 Dead+Wind 0 deg+Ice 126.38 -126.Service 87.19 22.96 -3583. horn FAX: (262) 252-3134 Load Vertical Shearx Shearz Overturning Overturning Torque Combination Moment.19 37.38 -126.82 0.99 -6109.000% 2 -0.02 0.19 21.01 0.00 22.44 12.79 -20.78 -11.01 0.60 -44.60 -39. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.01 42.26 Dead+Wind 270 deg .92 3490.000% 11 -46.00 0.06 87.35 126.Service 87.000% 18 42.60 -22.No Ice 87.70 3703. Mx Moment.76 20.23 -3812.96 -3266.14 Dead+Wind 150 deg+Ice 126.86 12.21 -20. 12612 W.00 126.10 87.82 0.19 -36.03 126.00 -5711.71 Dead+Wind 270 deg+Ice 126.00 -14.22 Dead+Wind 60 deg .54 0.51 -6.86 12.46 5974.02 -25.03 -22.000% 4 38.36 6451.36 Dead+Wind 0 deg .42 0.69 -3273.86 23.62 19.75 -126.60 -46.Service 87.60 -49.99 -87.01 0.03 -45.03 87.38 126.19 0.Service 87.52 0.92 -23.19 -45.19 -22.00 -126.Service 87.35 -126.75 3291.60 -11.50 -1773.72 -39.41 -3123.19 -21.60 19.82 -0.19 37.00 0.58 11.No Ice 87.47 20.60 39.19 22.60 49.60 0.000% 16 21.82 6412.19 45.60 -0.000% 13 -23.60 11.60 -23.25 Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ % Error Comb.19 -87.19 -22.85 87.19 0.01 -46.000% 8 -0.000% 7 23.33 126.74 0.00 -87.60 22.60 -22.60 -0.07 -12.72 0.60 44.38 37.60 21.65 -5582.01 126.60 -19.000% 17 36.69 3409.72 3415.19 -37.60 -0.99 0.42 Dead+Wind 30 deg+Ice 126.86 12.70 42.19 -21.000% 9 -23.26 0.47 -38.00 87.07 Dead+Wind 30 deg .52 0.01 -33.60 -24.84 -22.06 87.01 -42.000% 5 46.01 -87. Job Page ERITower Free-Standing Tower Demo 62 of 80 Project Date C-Concepts.00 0.01 23.60 0.19 -0.19 -37.19 -39.000% 20 21.60 39.60 -39.60 -24.19 36.000% 3 22.47 0.60 -39.76 0.35 0.60 -0.000% 23 -39.01 -30.85 24.62 1886.21 -126.000% 12 -39.60 0.56 -0.38 126.82 -126.60 24.42 -6924.66 Dead+Wind 120 deg+Ice 126.

02 87.0124 87720 226'10-13/16'' PiROD 15' Universal T-Frame 27 4.0040 T12 80 .280 7.000% 31 21.50 19.77 87.185 27 0.60 -20.60 -12.000% 29 19.0014 T15 20 .19 -37.47 -19. Deflection Load ft in Comb. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.36 -11.60 22.36 0. K K K K K K 25 -36.Service Wind Section Elevation Horz.0276 0.00 -23.160 2.1331 0.1968 0.96 0.60 -0.60 -12.240 5.220 4.260 6.203 27 0.000% 26 -21.86 87.60 -0.00 23.79 -87.0021 T14 40 . Inc.000% 36 -23.0193 T3 260 .40 0.000% 33 -0.1968 0.200 4.0050 T11 100 .0061 T10 120 .86 -87.96 36.0085 T8 160 .000% 34 -11.02 -87.0110 90205 Sector Mount 211'7-5/16'' PiROD 15' Universal T-Frame 27 3.981 0.140 2.60 0.92 0.79 87. deg deg T1 300 .0139 0.0119 89909 Sector Mount 221'9-19/32'' PiROD 15' Universal T-Frame 27 4.279 27 0.60 12.60 -25.62 0.565 27 0.120 1.0113 T6 200 .00 0.1718 0.0721 0. inc.000% 35 -21.1494 0. Gov.1027 0. in deg deg ft 307'6'' Lightning Rod 2''x15' 27 7.1933 0.60 -20.60 20.1577 0.92 -87.200 27 0.80 0.0072 T9 140 .936 0.0 0.1683 0.31 126.058 31 0.47 0.85 -87.0207 737373 300' (3) ALP 8010 27 7.0868 0.41 126.41 -126.86 -87.34 0.60 -11.60 11.0424 0.0111 91095 216'8-17/32'' PiROD 15' Universal T-Frame 27 3.116 0.77 -87.000% Maximum Tower Deflections .60 0.92 0.52 87.73 87.374 27 0.56 -87.203 0.100 1.34 11. horn FAX: (262) 252-3134 Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ % Error Comb.00 87.41 11.761 0.1175 0.1968 0.08 0.60 11.913 27 0.000% 37 -19.76 -87. 12612 W.86 87.298 0.0207 737373 244' (4) 68000/68010 w/Pipe Mount 27 4.0115 91924 Sector Mount 218' Andrew 4' w/Radome 27 3.56 87.1768 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.000% 32 11.19 20.62 -21.0031 T13 60 .1862 0.203 0.52 -87.73 -87.08 21.000% 28 11.052 27 0.1647 0.23 0.0567 0.180 3.37 -11.484 0.60 20.60 0.50 0.0107 86220 Sector Mount .1612 0.937 0.0207 T2 280 .60 -20.60 25.60 -22.Service Wind Elevation Appurtenance Gov.1621 0.0139 97126 232' FR70-12-L2 27 4.1635 0.0166 T4 240 .76 87.37 0.60 12.19 -20. Tilt Twist No.60 0.00 0.23 0.92 87. Deflection Tilt Twist Radius of Load Curvature ft Comb.000% 30 23.20 0.60 -20.41 0.359 27 0.60 20.756 27 0.0098 T7 180 .31 -126.1790 0.85 87.60 21.60 -11.000% 27 -0.19 37.608 27 0.708 27 0.0007 Critical Deflections and Radius of Curvature .000% 38 -11.00 -87.60 20.784 27 0. Job Page ERITower Free-Standing Tower Demo 63 of 80 Project Date C-Concepts.0133 T5 220 .374 27 0.

177 0.296 0. Deflection Tilt Twist Radius of Load Curvature ft Comb.0755 0.1339 0.0033 104082 Sector Mount 79'27/32'' PiROD 15' Universal T-Frame 27 0.0053 76896 Sector Mount 119'10-3/16'' PiROD 15' Universal T-Frame 27 1.345 0.255 0.598 0.493 0.668 0.0989 0.0092 77998 Sector Mount 186'1-7/16'' PiROD 15' Universal T-Frame 27 2.0523 0.0678 0. 12612 W.0103 82537 Sector Mount 201'4-29/32'' PiROD 15' Universal T-Frame 27 3.904 0.1142 0.081 0.1218 0.1257 0.595 0.0066 75608 Sector Mount 145'4-3/32'' PiROD 15' Universal T-Frame 27 1.0072 74251 Sector Mount 155'6-15/32'' PiROD 15' Universal T-Frame 27 2.0075 74973 Sector Mount 160'7-9/16'' PiROD 15' Universal T-Frame 27 2.821 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.1029 0.743 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.1105 0.0560 0.0061 77302 Sector Mount 135'1-13/16'' PiROD 15' Universal T-Frame 27 1.420 0.990 0.0063 76525 Sector Mount 140'2-7/8'' PiROD 15' Universal T-Frame 27 1.0019 65432 .0045 73977 Sector Mount 104'6-23/32'' PiROD 15' Universal T-Frame 27 0.0023 55130 Sector Mount 58'8-5/32'' PiROD 15' Universal T-Frame 27 0.1298 0.638 0.0414 0.0907 0.0598 0.1382 0.0717 0.0487 0.0025 66193 Sector Mount 63'9-3/8'' PiROD 15' Universal T-Frame 27 0.353 0.085 0.0948 0.0038 80561 Sector Mount 89'3-1/4'' PiROD 15' Universal T-Frame 27 0.957 0.461 0. horn FAX: (262) 252-3134 Elevation Appurtenance Gov.0377 0.1466 0. Inc.1424 0.0089 77844 Sector Mount 181'1/4'' PiROD 15' Universal T-Frame 27 2.0451 0.0030 106345 Sector Mount 73'11-3/4'' PiROD 15' Universal T-Frame 27 0.400 0.095 0.0095 78162 Sector Mount 191'2-5/8'' PiROD 15' Universal T-Frame 27 3.1542 0.0082 76872 Sector Mount 170'9-31/32'' PiROD 15' Universal T-Frame 27 2. inc.0085 77621 Sector Mount 175'11-5/32'' PiROD 15' Universal T-Frame 27 2.0040 73386 Sector Mount 94'4-7/16'' PiROD 15' Universal T-Frame 27 0.0028 82929 Sector Mount 68'10-9/16'' PiROD 15' Universal T-Frame 27 0.0829 0.0867 0.0058 77311 Sector Mount 130'19/32'' PiROD 15' Universal T-Frame 27 1.526 0.1180 0. in deg deg ft 206'6-1/8'' PiROD 15' Universal T-Frame 27 3.217 0.1505 0.379 0.0079 75911 Sector Mount 165'8-3/4'' PiROD 15' Universal T-Frame 27 2.0020 52918 Sector Mount 53'7-3/32'' PiROD 15' Universal T-Frame 27 0.714 0.0792 0.0055 77103 Sector Mount 124'11-13/32'' PiROD 15' Universal T-Frame 27 1.833 0.0638 0.938 0.0035 90837 Sector Mount 84'2-1/32'' PiROD 15' Universal T-Frame 27 0.276 0.786 0.588 0. Job Page ERITower Free-Standing Tower Demo 64 of 80 Project Date C-Concepts.487 0.0099 79342 Sector Mount 196'3-27/32'' PiROD 15' Universal T-Frame 27 3.1067 0.0050 76479 Sector Mount 114'9-1/8'' PiROD 15' Universal T-Frame 27 1.0069 74713 Sector Mount 150'5-9/32'' PiROD 15' Universal T-Frame 27 1.0043 72708 Sector Mount 99'5-17/32'' PiROD 15' Universal T-Frame 27 0.0048 75293 Sector Mount 109'7-29/32'' PiROD 15' Universal T-Frame 27 1.

in deg deg ft Sector Mount 48'5-7/8'' PiROD 15' Universal T-Frame 27 0.0264 0.0228 0. Job Page ERITower Free-Standing Tower Demo 65 of 80 Project Date C-Concepts.3847 0.0120 T10 120 .3847 0.2923 0. 12612 W.Design Wind Elevation Appurtenance Gov.0282 49740 232' FR70-12-L2 2 8.3016 0.0214 44126 Sector Mount 206'6-1/8'' PiROD 15' Universal T-Frame 2 7.0194 0.0301 0.1698 0.0423 380318 300' (3) ALP 8010 2 14. Deflection Tilt Twist Radius of Load Curvature ft Comb.0 0.091 2 0.362 2 0.0041 T14 40 .113 6 0.0015 139504 Sector Mount 38'3-15/32'' PiROD 15' Universal T-Frame 27 0.0540 0.343 2 0.091 0.200 7.260 12.2298 0.0012 100663 Sector Mount 28'1-3/16'' PiROD 15' Universal T-Frame 27 0. Inc.0060 T13 60 .0270 T5 220 . deg deg T1 300 .3780 0. in deg deg ft 307'6'' Lightning Rod 2''x15' 2 14.1109 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.0228 T6 200 .0393 T3 260 .0240 46037 Sector Mount 221'9-19/32'' PiROD 15' Universal T-Frame 2 8.3291 0.358 0.0206 42227 .072 0.160 5.0142 T9 140 .100 2.3085 0.927 2 0.0223 46182 Sector Mount 211'7-5/16'' PiROD 15' Universal T-Frame 2 7. Deflection Load ft in Comb.0013 161820 Sector Mount 33'2-13/32'' PiROD 15' Universal T-Frame 27 0.Design Wind Section Elevation Horz. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.40 0.0099 T11 100 .60 1.888 2 0.305 2 0. Deflection Tilt Twist Radius of Load Curvature ft Comb. Tilt Twist No.0027 T15 20 .359 2 0.702 0.251 0.3222 0.172 0.469 2 0.658 0.0225 46642 216'8-17/32'' PiROD 15' Universal T-Frame 2 7.135 0.3457 0.3170 0.3642 0.180 6.0017 89260 Sector Mount 43'4-11/16'' PiROD 15' Universal T-Frame 27 0.80 1.0338 T4 240 .0168 T8 160 .0159 0.3153 0.0423 380318 244' (4) 68000/68010 w/Pipe Mount 2 9.0196 T7 180 .240 10.410 0.0829 0.1410 0.0250 44912 226'10-13/16'' PiROD 15' Universal T-Frame 2 8.120 3.602 2 0.790 0. horn FAX: (262) 252-3134 Elevation Appurtenance Gov.191 2 0.0010 71062 Sector Mount 23' PiROD 15' Universal T-Frame 31 0.702 2 0.3500 0. Gov.101 0.0339 0.091 0.503 2 0.20 0.0008 55212 Sector Mount Maximum Tower Deflections .2603 0.3197 0.393 2 0.0231 47071 Sector Mount 218' Andrew 4' w/Radome 2 7.140 4. inc.786 2 0.052 0.2008 0.220 9.0423 T2 280 .3359 0.0271 0.021 0.211 0.0079 T12 80 .280 14.774 0.0014 Critical Deflections and Radius of Curvature .3847 0.

0064 53240 Sector Mount 79'27/32'' PiROD 15' Universal T-Frame 2 1.0131 38661 Sector Mount 145'4-3/32'' PiROD 15' Universal T-Frame 2 3.2538 0.0074 41195 Sector Mount 89'3-1/4'' PiROD 15' Universal T-Frame 2 1.0115 39536 Sector Mount 130'19/32'' PiROD 15' Universal T-Frame 2 2.604 0.0049 33833 Sector Mount 63'9-3/8'' PiROD 15' Universal T-Frame 2 0.608 0.0811 0.2382 0.0109 39430 Sector Mount 124'11-13/32'' PiROD 15' Universal T-Frame 2 2.1549 0.830 0.354 0.1933 0.2307 0.0137 38201 Sector Mount 150'5-9/32'' PiROD 15' Universal T-Frame 2 3. Job Page ERITower Free-Standing Tower Demo 66 of 80 Project Date C-Concepts.0104 39324 Sector Mount 119'10-3/16'' PiROD 15' Universal T-Frame 2 2.0089 37827 Sector Mount 104'6-23/32'' PiROD 15' Universal T-Frame 2 1.769 0.370 0.1696 0.0149 38340 Sector Mount 160'7-9/16'' PiROD 15' Universal T-Frame 2 4.879 0.0069 46456 Sector Mount 84'2-1/32'' PiROD 15' Universal T-Frame 2 1.303 0.1326 0.2786 0.2620 0.0882 0.0054 42400 Sector Mount 68'10-9/16'' PiROD 15' Universal T-Frame 2 0.0190 39977 Sector Mount 191'2-5/8'' PiROD 15' Universal T-Frame 2 6.783 0.0163 39325 Sector Mount 170'9-31/32'' PiROD 15' Universal T-Frame 2 4.0040 27040 Sector Mount 53'7-3/32'' PiROD 15' Universal T-Frame 2 0.676 0.0084 37177 Sector Mount 99'5-17/32'' PiROD 15' Universal T-Frame 2 1.1171 0. Deflection Tilt Twist Radius of Load Curvature ft Comb.750 0.0094 38502 Sector Mount 109'7-29/32'' PiROD 15' Universal T-Frame 2 2.0170 39712 Sector Mount 175'11-5/32'' PiROD 15' Universal T-Frame 2 5. 12612 W.497 0. horn FAX: (262) 252-3134 Elevation Appurtenance Gov.1621 0.692 0.0737 0.1248 0.2943 0.0143 37965 Sector Mount 155'6-15/32'' PiROD 15' Universal T-Frame 2 4. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.080 0.2234 0.0120 39531 Sector Mount 135'1-13/16'' PiROD 15' Universal T-Frame 2 3.2161 0.056 0.910 0.0156 38826 Sector Mount 165'8-3/4'' PiROD 15' Universal T-Frame 2 4.902 0.2087 0.1476 0.166 0.2866 0.2012 0.1854 0.454 0.030 0.161 0.579 0.1774 0.117 0. inc.699 0.0125 39132 Sector Mount 140'2-7/8'' PiROD 15' Universal T-Frame 2 3.0045 28172 Sector Mount 58'8-5/32'' PiROD 15' Universal T-Frame 2 0.0183 39897 Sector Mount 186'1-7/16'' PiROD 15' Universal T-Frame 2 5.588 0.0059 54396 Sector Mount 73'11-3/4'' PiROD 15' Universal T-Frame 2 1.452 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.1402 0.2703 0. in deg deg ft Sector Mount 201'4-29/32'' PiROD 15' Universal T-Frame 2 6.1095 0.0176 39823 Sector Mount 181'1/4'' PiROD 15' Universal T-Frame 2 5.1023 0.0079 37523 Sector Mount 94'4-7/16'' PiROD 15' Universal T-Frame 2 1.338 0.0099 39110 Sector Mount 114'9-1/8'' PiROD 15' Universal T-Frame 2 2.0953 0.2459 0.128 0.939 0.0198 40581 Sector Mount 196'3-27/32'' PiROD 15' Universal T-Frame 2 6.307 0.0036 33438 Sector Mount . Inc.

368 K=1.01 378.191 8.0 20.5664 -171.295 14.280 2 1/4 20'1/8'' 6'8.484 K=1.6 23.0588 0.47 0.337 0.00 T10 120 .65 167.0029 71339 Sector Mount 38'3-15/32'' PiROD 15' Universal T-Frame 2 0.00 T14 40 .47 0.56 167.1 22. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.4 23. Ratio No.0447 0.3 7.27 92.31 0.100 4 20'3/8'' 5'1/8'' 60.0019 36332 Sector Mount 23' PiROD 15' Universal T-Frame 6 0.6 10.475 K=1.004 11.412 0.004 11.265 0.220 3 20'3/8'' 5'1/8'' 80. Job Page ERITower Free-Standing Tower Demo 67 of 80 Project Date C-Concepts.0311 0.00 T5 220 .9761 -6.645 K=1.00 T6 200 .0 4 1/2 20'3/8'' 5'1/8'' 53.50 0.180 9. Deflection Tilt Twist Radius of Load Curvature ft Comb.986 7.992 5.260 2 3/4 20'3/8'' 6'8.700 12.4 23.295 14.0033 45625 Sector Mount 43'4-11/16'' PiROD 15' Universal T-Frame 2 0.82 65.00 T7 180 .05 203.00 Leg Bending Design Data (Compression): .1863 -192.532 K=1.0447 -131.29 0.00 T12 80 .03 0.6211 -98.00 T4 240 .808 15.240 3 20'3/8'' 6'8.0016 28225 Sector Mount Compression Checks Leg Design Data (Compression): Section Elevation Size L Lu Kl/r Fa A Actual Allow.26 0.258 5/32'' K=1.6 23.492 0.57 29.26 330.00 T11 100 .8 13.600 K=1.26 0.808 15.7 21.0379 0.0686 -29.00 T13 60 .88 330.5664 -151. 106. inc. 116.481 K=1. Inc. 142.626 K=1.00 T9 140 .00 T3 260 .34 134.00 T8 160 .191 8.0023 51476 Sector Mount 28'1-3/16'' PiROD 15' Universal T-Frame 2 0.372 3.1 22. 12612 W.47 0.66 0.584 K=1.60 4 1/4 20'3/8'' 5'1/8'' 56.160 3 1/2 20'3/8'' 5'1/8'' 68.542 K=1.78 0. horn FAX: (262) 252-3134 Elevation Appurtenance Gov.2958 -79.55 378.330 K=1.20 0.317 5/32'' K=1.0686 -44.63 285.2958 -61.0516 0.678 K=1.50 0. P Pa P 2 ft ft ft ksi in K K Pa T1 300 .0026 82780 Sector Mount 33'2-13/32'' PiROD 15' Universal T-Frame 2 0.20 4 1/2 20'3/8'' 5'1/8'' 53.28 285.03 0.120 3 3/4 20'3/8'' 5'1/8'' 64.71 243.141 0.1863 -213.180 3 1/4 20'3/8'' 5'1/8'' 74.40 4 1/4 20'3/8'' 5'1/8'' 56.9043 -237.1 22.0662 0.9396 -16.1 18.0447 -117.66 0.9043 -256.80 4 20'3/8'' 5'1/8'' 60. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.00 T2 280 .1 22.73 243.140 3 3/4 20'3/8'' 5'1/8'' 64.081 7.00 T15 20 .199 0.0 20. in deg deg ft 48'5-7/8'' PiROD 15' Universal T-Frame 2 0.200 3 1/4 20'3/8'' 5'1/8'' 74.700 12.224 1/32'' K=1.

000 T13 60 .178 37. Criteria No.154 K=1.000 1.481 0.500 0.438 37.600 0.60 4 1/4 0.280 2 1/4 0.54 -2.333 0.333 0.500 0.500 0. Ratio No.171 7/8'' 19/32'' K=1.590 H1-3 T11 100 . 5'9.21 -2.00 0.500 0.038 0.062 0.64 -2.00 T2 280 . P Pa P ft ft ft ksi in2 K K Pa T1 300 .97 11.000 37.000 37.333 0.059 0.026 0.100 4 1.000 T11 100 .333 0.500 0.000 1.000 37.000 37.00 0.120 3 3/4 0.042 0.0 4 1/2 0.4 10. Mx fbx Fbx fbx My fby Fby fby ft kip-ft ksi ksi Fbx kip-ft ksi ksi Fby T1 300 .15 -1.333 0.000 37.000 T2 280 .028 0.500 0.500 0.500 0.00 0.500 0.500 0.00 0.204 37.000 Leg Interaction Design Data (Compression): Section Elevation Size Ratio Ratio Ratio Comb.500 0.500 0.00 0.626 0.000 T12 80 . Inc.000 37.500 0. 12612 W.500 0.642 H1-3 T13 60 .200 3 1/4 0.64 -2.500 0. Allow.333 0.201 37.00 0.000 T9 140 .86 -2.662 H1-3 T12 80 .475 0.333 0.065 0.30 -1.025 0.000 37.00 0.000 37.053 0.000 1.333 0.000 37.280 L2 1/2x2 1/2x3/16 10'3'' 5'1/8'' 121. inc.00 0.026 0.315 37.266 H1-3 T2 280 .500 0.00 0.000 1.368 0.500 0.500 0.000 1.000 T3 260 .500 0.985 37.678 0.857 37.00 0.120 3 3/4 0.40 4 1/4 0.000 37.15 -2.00 0.00 0.023 0.532 0.317 0.220 3 0.6 10.585 37.240 3 0.736 H1-3 Diagonal Design Data (Compression): Section Elevation Size L Lu Kl/r Fa A Actual Allow.500 0.40 9.500 0.333 0.62 -1.500 0.000 1.000 1.000 1.100 4 0.20 4 1/2 0.000 T14 40 .000 T8 160 .260 2 3/4 0.062 0.003 37.000 1.000 1.542 0.685 H1-3 T15 20 .500 0. horn FAX: (262) 252-3134 Section Elevation Size Actual Actual Allow.0 4 1/2 1.595 H1-3 T10 120 .077 0.240 3 0.140 3 3/4 0.000 T10 120 .503 H1-3 T7 180 .000 T15 20 .025 0. Ratio Actual Actual Allow.000 1.330 0.40 4 1/4 1.00 0.09 0.000 37.000 37.180 3 1/4 0.937 37.507 H1-3 T8 160 .60 4 1/4 1.058 0.500 0.000 T6 200 .180 3 1/4 0.333 0.333 0.80 4 0.058 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.703 H1-3 T14 40 .030 0.38 -2.160 3 1/2 0.000 37.059 0.438 37.038 0. P fbx fby Stress Stress ft Pa Fbx Fby Ratio Ratio T1 300 .224 0.584 0.053 0. Job Page ERITower Free-Standing Tower Demo 68 of 80 Project Date C-Concepts.000 1.059 0.0900 -1.00 0.059 0.123 37.059 0.140 3 3/4 0.220 3 0.19 -0.500 0.500 0.500 0.160 3 1/2 0.353 H1-3 T5 220 .059 0.023 0.333 0.064 37.000 T5 220 .000 1.030 0.288 H1-3 T3 260 .382 H1-3 T4 240 .195 37.059 0.01 .500 0.393 H1-3 T6 200 .000 T4 240 . Mill Road Example 18:26:48 01/28/03 Menomonee Falls.000 1.000 37.280 2 1/4 0.028 0.200 37.000 37.523 H1-3 T9 140 .49 0.500 0.00 0.000 T7 180 .260 L3x3x3/16 11'8.042 0.333 0.258 0.20 4 1/2 1.35 -0.645 0.059 0.19 -1. Ratio No.9020 -1.200 3 1/4 0.26 -0.000 1.500 0.065 0.539 1.37 -2.333 0. 117.484 0.333 0.80 4 1.260 2 3/4 0.

180.00 T5 220 . 181.50 0.8800 -11.12 T10 120 .120 2L3x3x3/16x3/8 15'7.219 1. 9'7.96 14. 123. 136. 7'7.100 2L2 1/2x2 1/2x3/16x3/8 25' 12'2.14 17.13 0.00 T6 200 . Ratio No.779 2.72 24.045 17/32'' K=1.8000 -0.387 2.06 T12 80 .5 10.383 1.7 5.59 0.27 4. inc.71 28.044 K=1. 172.180 2L2 1/2x2 1/2x3/16x3/8 10'3.220 2L2 1/2x2 1/2x3/16x3/8 8'7.31 4.80 2L3x3x3/16x3/8 27' 13'2.8000 -0.60 2L3x3x3/16x3/8 18'3/8'' 8'9. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.6900 -0.00 T13 60 . 8'4. 126.313 9/32'' 9/16'' K=1. 146.579 1.351 '' 7/8'' K=0.3 6.11 0.062 9/32'' K=1.220 L2 1/2x2 1/2x3/16 13'6'' 6'5-7/8'' 157.1800 -6.249 2.22 5. 194.9 7.6 11.380 3/4'' 13/16'' K=0.8800 -10.04 0.8000 -5.241 3/16'' 5/32'' K=1. 9'8.00 T12 80 .08 16.120 2L2 1/2x2 1/2x3/16x3/8 23' 11'2.00 T5 220 .8000 -4.1800 -0. 10'7.1800 -8. 7'11.2 10.09 T11 100 .1800 -9.20 2L3x3x1/4x3/8 19'8. 188.27 26.82 0.98 Horizontal 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.566 1.200 L2 1/2x2 1/2x3/16 14'6'' 6'11.00 T14 40 .46 12.8000 -4.00 T8 160 .152 2.5 9.217 0.5 8.90 0.1800 -0.9020 -0.059 13/32'' K=1.60 2L3x3x3/16x3/8 29' 14'2. P Pa P ft ft ft ksi in2 K K Pa T4 240 .0900 -0.00 T4 240 .0900 -2.543 2.67 11.49 29. 169.03 T13 60 .67 23.140 L3 1/2x3 1/2x1/4 21'6'' 10'5.2 5.329 7/16'' 3/16'' K=1. Inc. 108.8 4. 6'7.067 3/4'' K=1.414 19/32'' K=1.4 7.80 2L3x3x3/16x3/8 17'2.8800 -10.0 2L3x3x1/4x3/8 20'7.93 T9 140 .1800 -0.428 3/32'' '' K=0.44 0.391 17/32'' 11/16'' K=1. 12612 W.058 2.44 0.351 13/16'' 7/8'' K=1.66 7.8000 -4.997 1.1800 -8.82 0.160 L3x3x3/16 18'6'' 8'11.6 4. 180.00 T7 180 .99 0.38 25.35 7.100 2L3x3x3/16x3/8 16'4.40 2L3x3x1/4x3/8 18'10.033 0. 8'2.48 13.180 L3x3x3/16 17'6'' 8'5-3/4'' 170.055 5/8'' K=1.62 9.7 9.9 4. 111.352 7/16'' K=1.942 1.716 2.124 1.071 .0900 -0.90 T8 160 .00 T9 140 .36 0. 9'2-5/8'' 119.16 0. 133.6 11.1 4. Job Page ERITower Free-Standing Tower Demo 69 of 80 Project Date C-Concepts.58 0.65 8. Ratio No. 138.7 5. 168.088 13/32'' K=1.072 17/32'' K=1.2 9.99 0.160 2L2 1/2x2 1/2x3/16x3/8 11'2.36 0.61 8.86 9.437 5/32'' 3/32'' K=0.702 2.7 6.51 0.5 8. 113.802 1.3 4. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.9020 -0.376 1.93 0.240 L3x3x3/16 13'5.355 2.92 T7 180 .140 2L3x3x3/16x3/8 12'31/32 11'5.353 19/32'' 17/32'' K=0.00 T10 120 .25 5.040 K=1.1800 -9.43 24.64 0. 9' 138.00 T11 100 .964 2.322 9/32'' K=1. P Pa P ft ft ft ksi in2 K K Pa T3 260 .72 0.99 T15 20 .40 2L3x3x3/16x3/8 31' 15'2.48 0.741 1.0 11.200 2L2 1/2x2 1/2x3/16x3/8 9'5. 116.019 2. 10'31/32 127.00 T6 200 .1 3.89 0.71 0.

393 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.4 7.0745 -1.708 3. P Pa P ft ft ft ksi in2 K K Pa 9/32'' K=1.9020 -3.87 T14 40 .00 Top Girt Design Data (Compression): Section Elevation Size L Lu Kl/r Fa A Actual Allow.11 0.34 11.9020 -1.7188 -1.9020 -0.1 4.469 0.85 T11 100 . inc.94 T10 120 . 134.336 3/32'' K=0.120 2L1 1/2x1 1/2x1/8 5'9'' 5'7.7 6.93 T11 100 .92 5.60 L2 1/2x2 1/2x3/16 7'3'' 7'27/32'' 151.86 0.1 4.3800 -0.9020 -2. Job Page ERITower Free-Standing Tower Demo 70 of 80 Project Date C-Concepts.22 5.4 4.1 5.493 0.319 K=0.201 0.120 ROHN 2 STD 7'9.68 0.968 0.83 .9020 -3.0 6. P Pa P 2 ft ft ft ksi in K K Pa T1 300 .305 13/32'' 3/4'' K=0. 165.899 0.81 4.00 T14 40 .100 L2 1/2x2 1/2x3/16 6'3'' 6'31/32'' 136.85 T15 20 . 189.46 0.867 1. P Pa P 2 ft ft ft ksi in K K Pa T9 140 . 115.28 0.360 3/16'' 11/16'' K=0.84 Redundant Diagonal Design Data (Compression): Section Elevation Size L Lu Kl/r Fa A Actual Allow.4 5.29 7.115 23/32'' 3/16'' K=1.040 9/32'' K=1.940 0.20 2L3 1/2x3 1/2x1/4x3/8 33' 16'2.24 5.035 5/32'' K=1.86 0.606 27/32'' K=0.32 0.176 3. 7'11.087 0.870 23/32'' K=0.91 0.93 0. Ratio No.9020 -2. horn FAX: (262) 252-3134 Section Elevation Size L Lu Kl/r Fa A Actual Allow. 159.80 L2 1/2x2 1/2x3/16 8'7. 8'4.00 Redundant Horizontal Design Data (Compression): Section Elevation Size L Lu Kl/r Fa A Actual Allow. 178. 144.89 0.401 31/32'' K=0.56 15.80 L2 1/2x2 1/2x3/16 6'9'' 6'6. Ratio No.423 19/32'' K=0.280 L2 1/2x2 1/2x3/16 6'8. 177.044 5/32'' K=1.9020 -2.3 5.9020 -3.0 L2 1/2x2 1/2x3/16 8'9'' 8'6.167 0.498 K=0.65 4. Ratio No. 7'7. Inc.9 7.91 0. 173. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.50 4.2 5.100 L2 1/2x2 1/2x3/16 8'2.747 0.9 8.9 4.59 0.59 6.46 0.548 0. P Pa P 2 ft ft ft ksi in K K Pa T9 140 .3800 -0.19 0.84 T12 80 .0 2L3 1/2x3 1/2x1/4x3/8 35' 17'2.9 10.00 T10 120 .90 T12 80 .9020 -1.88 T13 60 .56 4.62 14. 12612 W. Ratio No.88 4.9020 -1.98 5. 171. 6'2-3/4'' 151.20 L2 1/2x2 1/2x3/16 8'3'' 8'23/32'' 166.00 T15 20 .732 K=0.40 L2 1/2x2 1/2x3/16 7'9'' 7'6.60 L2 1/2x2 1/2x3/16 9'1/4'' 8'9.

73 0.88 T13 60 .60 L2 1/2x2 1/2x3/16 7'3'' 7'3'' 154. 10'31/32 196.160 L3x3x3/16 9'9'' 9'9'' 166.002 K=0.216 0. 9'7.491 9/32'' K=0.81 0.02 9.01 6.86 T9 140 . WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts. 12612 W.01 0. 189.2 5.02 6.9020 -0.119 1.15 0.100 L2 1/2x2 1/2x3/16 6'3'' 6'3'' 139.85 T8 160 .40 L2 1/2x2 1/2x3/16 7'9'' 7'9'' 161.1 5'9'' 5'9'' 170.01 9.01 6.90 T12 80 . Inc.0900 -0.796 1.02 8. P Pa P ft ft ft ksi in2 K K Pa T4 240 .89 0.02 12.9020 -0.2 5.139 0.80 L2 1/2x2 1/2x3/16 6'9'' 6'9'' 146.926 0.92 T11 100 .86 T11 100 .4 7. Ratio No.88 T7 180 .01 6.687 0.425 0.80 Redundant Hip Design Data (Compression): Section Elevation Size L Lu Kl/r Fa A Actual Allow.9020 -0. horn FAX: (262) 252-3134 Section Elevation Size L Lu Kl/r Fa A Actual Allow.66 0.9020 -1.001 K=0.02 6. P Pa P ft ft ft ksi in2 K K Pa T9 140 .6900 -0.00 T10 120 .79 0. P Pa P ft ft ft ksi in2 K K Pa T13 60 .869 0.260 1.5 5.8 5.100 L4x4x1/4 12'6'' 12'6'' 162.120 L3 1/2x3 1/2x1/4 11'6'' 11'6'' 168.926 0.2100 -0.140 L3 1/2x3 1/2x1/4 10'9'' 10'9'' 160.9 5.9020 -0.9020 -0.01 5.9020 -0.1800 -0.570 5/16'' 11/16'' K=0.02 11.25 0.9020 -2.001 K=0.5 5.9020 -0.19 0.9400 -0.785 0.359 1.81 T15 20 .002 K=0.003 K=0.25 0.252 1.002 K=0.02 5.28 3.90 T5 220 .180 L3x3x3/16 8'9'' 8'9'' 154.7 5.654 19/32'' '' K=0.8 6. Ratio No. inc.80 L4x4x1/4 13'6'' 13'6'' 171.002 K=0.32 0.9020 -2.6900 -0.002 K=0.003 K=0.15 0.85 T15 20 .220 L2 1/2x2 1/2x3/16 6'9'' 6'9'' 146. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.673 1.120 C3x4.70 0.0 L2 1/2x2 1/2x3/16 8'9'' 8'9'' 176.002 .01 5.60 2L3x3x3/16x3/8 14'6'' 14'6'' 160.200 L2 1/2x2 1/2x3/16 7'9'' 7'9'' 161.002 K=0.002 K=0.85 T10 120 .86 T6 200 .2 5.84 0.7 4.83 Inner Bracing Design Data (Compression): Section Elevation Size L Lu Kl/r Fa A Actual Allow.7 5.69 0.3 6.5 5.273 0.86 T14 40 .13 3.5 6.49 0.01 4.9020 -0.821 2.84 T12 80 .8 6.9 4.01 4.076 1.20 L2 1/2x2 1/2x3/16 9'10. Ratio No. Job Page ERITower Free-Standing Tower Demo 71 of 80 Project Date C-Concepts.708 0.003 K=0.96 3.0 L2 1/2x2 1/2x3/16 10'3. 9'2-5/8'' 183.20 L2 1/2x2 1/2x3/16 8'3'' 8'3'' 169.001 K=0.82 T14 40 .7 4.85 0.0900 -0.99 0.002 K=0.93 0.9400 -0.708 0.40 L2 1/2x2 1/2x3/16 9'5.5 3.01 5.003 K=1.

000 37.40 0.99 0.500 0.069 0.000 T2 280 .728 37. P Pa P ft ft ft ksi in2 K K Pa K=0.000 T3 260 . inc. 106.048 0.9761 4.045 0.200 3 1/4 0.306 T11 100 .37 376.87 0.339 T13 60 .20 2L3 1/2x3 1/2x1/4x3/8 16'6'' 16'6'' 157.500 0.80 4 20'3/8'' 5'1/8'' 60.140 3 3/4 0.000 37.220 3 0.500 0.000 37.9043 172. Inc.000 14.000 37.260 2 3/4 0.44 425.500 0.4 30.00 0.988 3.1863 158.5664 115.390 Leg Bending Design Data (Tension): Section Elevation Size Actual Actual Allow.85 T14 40 .6 30.06 0.00 0.000 9.000 T5 220 . Mill Road Example 18:26:48 01/28/03 Menomonee Falls.500 0.500 0.1800 -0.344 T12 80 . 116.020 0. Ratio No.04 1.109 5/32'' T4 240 .500 0.6 30.54 331.59 0.264 T8 160 .500 0.000 .018 0.602 37.00 0.3 30.00 0. Ratio No.025 0.26 0.044 0.500 0.303 T10 120 .000 12.0447 100.9043 186.0447 90.1863 144.000 14.40 2L3x3x3/16x3/8 15'6'' 15'6'' 168.120 3 3/4 0.01 331.500 0.7 5.19 0.000 T7 180 .21 0.180 3 1/4 0.20 4 1/2 20'3/8'' 5'1/8'' 53.60 4 1/4 20'3/8'' 5'1/8'' 56.046 0.041 0.841 37.15 0.500 0.737 37.4 30.7 30.27 178.91 1.28 0.13 0.500 0.928 37.160 3 1/2 20'3/8'' 5'1/8'' 68.761 37.500 0.362 T15 20 .00 0.652 37.85 Tension Checks Leg Design Data (Tension): Section Elevation Size L Lu Kl/r Fa A Actual Allow.249 T7 180 .500 0.046 0.000 37.14 1.04 477.06 0.100 4 20'3/8'' 5'1/8'' 60.94 1.87 0.000 T12 80 .63 0.001 K=0.000 37.029 0.1 30.2958 48.73 1.8 30.000 37.220 3 20'3/8'' 5'1/8'' 80.506 3.1 30.000 T13 60 .000 T8 160 .55 425.500 0.373 T14 40 .100 4 0.120 3 3/4 20'3/8'' 5'1/8'' 64.0 30.500 0.94 119.164 T5 220 .000 15.500 0.000 T10 120 .24 0.500 0.06 288. Mx fbx Fbx fbx My fby Fby fby ft kip-ft ksi ksi Fbx kip-ft ksi ksi Fby T1 300 .000 37.00 0.290 2.280 2 1/4 0.61 0.00 0.86 T13 60 .074 5/32'' T3 260 .5664 129.200 3 1/4 20'3/8'' 5'1/8'' 74.000 7.00 0.000 8.02 20.000 T11 100 .79 212.03 18.796 37.000 37.140 3 3/4 20'3/8'' 5'1/8'' 64.000 T9 140 .00 0.1 30. horn FAX: (262) 252-3134 Section Elevation Size L Lu Kl/r Fa A Actual Allow.071 37.280 2 1/4 20'1/8'' 6'8.0 2L3 1/2x3 1/2x1/4x3/8 17'6'' 17'6'' 164.194 T6 200 .03 212.00 0.000 8.00 0.09 1.34 0.500 0.56 376.000 7.022 0.000 15. P Pa P ft ft ft ksi in2 K K Pa T1 300 .000 T4 240 .0 4 1/2 20'3/8'' 5'1/8'' 53.000 5.500 0.675 37.500 0.687 37.180 3 1/4 20'3/8'' 5'1/8'' 74. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.87 T15 20 .9 5.000 37.2958 62.91 477.09 248.0 5.13 0.500 0.1 30.240 3 20'3/8'' 6'8.500 0.6 30.000 37.9396 13.000 T6 200 .3800 -0.500 0.59 0.500 0.160 3 1/2 0.18 1.000 37. Ratio Actual Actual Allow.755 37.34 0.001 K=0. 142.240 3 0.6211 76.000 11.00 0.000 3.99 0.60 4 1/4 1.40 4 1/4 20'3/8'' 5'1/8'' 56.000 37. Job Page ERITower Free-Standing Tower Demo 72 of 80 Project Date C-Concepts. Ratio No.0686 23.000 12.020 0.260 2 3/4 20'3/8'' 6'8.0 30.40 4 1/4 1.000 11.0686 34.53 0.041 1/32'' T2 280 .1 30.00 0. 12612 W.02 11.539 37.002 K=0.24 0.3800 -0.25 248.272 T9 140 .57 2.500 0.80 4 0.

000 0.94 20.333 0.5 29.4416 5. Ratio No.333 0.90 0.000 1.180 2L2 1/2x2 1/2x3/16x3/8 10'3. 75.143 9/16'' .130 9/32'' T6 200 .339 0.046 0.1566 3.98 41.434 H2-1 Diagonal Design Data (Tension): Section Elevation Size L Lu Kl/r Fa A Actual Allow.333 0.352 H2-1 T11 100 .264 0.029 0.344 0.500 0.000 1.4 29.306 0.000 1. Job Page ERITower Free-Standing Tower Demo 73 of 80 Project Date C-Concepts.020 0.044 0.280 2 1/4 0. 156.018 0.000 1.043 0.80 33.90 0.303 0. 6'7.20 4 1/2 1.333 0.272 0.500 0.000 1.5798 1.7208 2. P fbx fby Stress Stress ft Pa Fbx Fby Ratio Ratio T1 300 .9 29.000 1.082 H2-1 T2 280 .214 H2-1 T6 200 .220 3 0.240 L3x3x3/16 13'5.000 1.1566 5.284 H2-1 T8 160 .120 3 3/4 0.000 1.200 2L2 1/2x2 1/2x3/16x3/8 9'5.160 2L2 1/2x2 1/2x3/16x3/8 10'8.00 0.333 0.19 1.333 0.40 4 1/4 0.333 0.96 33.182 H2-1 T5 220 .249 0.093 7/8'' 19/32'' T3 260 . Criteria No.1566 4.362 0.1566 4.000 T15 20 .405 H2-1 T15 20 . 130.4 29.000 1.043 0.0 4 1/2 0.044 0. 12612 W.392 H2-1 T12 80 .333 0.385 H2-1 T13 60 .333 0.390 0.178 H2-1 T4 240 .100 4 0.000 1.164 0.3 29.082 T2 280 .000 1.000 1.000 0.636 37. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.333 0. P Pa P ft ft ft ksi in2 K K Pa T1 300 . Ratio Actual Actual Allow.158 7/8'' 13/16'' T8 160 .046 0.000 37.240 3 0.020 0.000 37.000 1.025 0.1 29.333 0. 10'1.000 1.103 H2-1 T3 260 .333 0.260 2 3/4 0.000 1.140 2L3x3x3/16x3/8 11'7.000 0.00 0.7208 1.000 1.22 1.143 19/32'' 17/32'' T7 180 .022 0.109 0.220 2L2 1/2x2 1/2x3/16x3/8 8'7.373 0.194 0.54 0.333 0.81 0. Inc.000 Leg Interaction Design Data (Tension): Section Elevation Size Ratio Ratio Ratio Comb.1 29.333 0.35 33. horn FAX: (262) 252-3134 Section Elevation Size Actual Actual Allow.069 0.074 0.54 0.594 37.000 1. 163. 8'2. 9' 143.048 0. 11'3/8'' 146. inc.180 3 1/4 0.140 3 3/4 0.80 4 0.136 9/32'' 9/16'' T4 240 .041 0.041 0.417 H2-1 T14 40 .160 3 1/2 0. 86.20 4 1/2 0. 9'8.0 4 1/2 1.045 0.500 0.272 H2-1 T7 180 . Ratio No.54 0.000 1.348 H2-1 T10 120 .000 1.118 3/16'' 5/32'' T5 220 . 5'9.38 16. Allow.000 1. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.3 29.200 3 1/4 0.333 0.60 4 1/4 0.044 0.296 H2-1 T9 140 .54 0.280 L2 1/2x2 1/2x3/16 10'3'' 5'1/8'' 79.260 L3x3x3/16 11'8.81 0. Mx fbx Fbx fbx My fby Fby fby ft kip-ft ksi ksi Fbx kip-ft ksi ksi Fby T14 40 .500 0.85 20.31 33.

4416 0.000 1.000 1.91 55.200 13/16'' 7/8'' T11 100 .220 L2 1/2x2 1/2x3/16 13'6'' 6'5-7/8'' 102. Inc.27 20.018 3/4'' T6 200 .1566 0.0 2L3 1/2x3 1/2x1/4x3/8 35' 17'2.40 2L3x3x3/16x3/8 31' 15'2.180 7/16'' T15 20 .4 29. 116.56 33. Ratio No.1386 0.007 5/32'' T15 20 .16 41. 104.000 1.160 L3x3x3/16 18'6'' 8'11. Ratio No.2 29.81 0.16 0.54 0.000 1.5798 0. 9'2-5/8'' 121.7208 0.54 0.2 29.017 17/32'' T10 120 .81 0.7 29. 109.60 2L3x3x3/16x3/8 29' 14'2.140 L3 1/2x3 1/2x1/4 21'6'' 10'5.90 0.000 1.185 7/16'' 3/16'' T10 120 .16 55.8 29.56 33.52 41.81 0.000 1.219 19/32'' T13 60 .20 2L3x3x1/4x3/8 18'10.80 2L3x3x3/16x3/8 27' 13'2.7 29.20 2L3 1/2x3 1/2x1/4x3/8 33' 16'2.017 13/32'' T11 100 .48 66.80 2L3x3x3/16x3/8 17'2.9022 9.184 3/4'' 13/16'' Horizontal Design Data (Tension): Section Elevation Size L Lu Kl/r Fa A Actual Allow.26 20.31 16.04 0. 9'2-5/8'' 121. 179.2772 0.04 0.000 1.0 2L3x3x1/4x3/8 19'8. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.7 29.38 55. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.170 7/16'' T14 40 . 7'7.013 5/8'' T8 160 .9022 10.81 0.1566 0. 7'11.2 29. 195.100 2L3x3x3/16x3/8 16'4.7208 0.48 66. 8'4.8 29.4416 9. 183.012 9/32'' T14 40 .014 13/32'' T12 80 . 12612 W. 190.000 1.007 5/32'' Top Girt Design Data (Tension): .38 33.21 16.013 3/4'' T7 180 . inc.000 1.011 17/32'' T9 140 .0 29.180 L3x3x3/16 16'6'' 7'11. P Pa P ft ft ft ksi in2 K K Pa T9 140 .013 T5 220 .81 0.16 0. 109.207 17/32'' 11/16'' T12 80 . 190.64 41. 127.16 0.60 2L3x3x3/16x3/8 18'3/8'' 8'9.51 41.4416 8.02 0.4416 0.000 1.2772 0.000 0.6 29. 170.000 0.40 2L3x3x1/4x3/8 18'10.35 41.90 0.6 29.100 2L2 1/2x2 1/2x3/16x3/8 25' 12'2.7 29. 115.6 29.000 0. 9'7. P Pa P ft ft ft ksi in2 K K Pa T4 240 .3 29.4416 8. Job Page ERITower Free-Standing Tower Demo 74 of 80 Project Date C-Concepts.9 29.200 L2 1/2x2 1/2x3/16 14'6'' 6'11.5798 0.120 2L3x3x3/16x3/8 15'7.74 41.120 2L2 1/2x2 1/2x3/16x3/8 23' 11'2.000 1.81 0. 103. 99.9022 9.81 0.000 2.0 29.81 0. horn FAX: (262) 252-3134 Section Elevation Size L Lu Kl/r Fa A Actual Allow. 116.000 0.013 9/32'' T13 60 .000 1.000 1. 175.000 2.4416 7.3 29.81 0.8 29.57 41.4416 0.

600 0.150 T13 60 .183 T15 20 . 12612 W.9020 1. 9'2-5/8'' 142.20 L2 1/2x2 1/2x3/16 9'10.199 23/32'' Redundant Diagonal Design Data (Tension): Section Elevation Size L Lu Kl/r Fa A Actual Allow.40 L2 1/2x2 1/2x3/16 9'5.9 21.60 L2 1/2x2 1/2x3/16 7'3'' 7'27/32'' 109.59 19.50 19.48 0. 123.085 3/16'' 11/16'' T12 80 . 7'7.48 0.2 21.133 31/32'' T12 80 .48 0.5 21. 144. 9'7. inc.3 29.20 L2 1/2x2 1/2x3/16 8'3'' 8'23/32'' 124.5798 0.600 0.48 0. P Pa P ft ft ft ksi in2 K K Pa T9 140 .9020 2.0 L2 1/2x2 1/2x3/16 10'3. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.600 0.8 21.120 ROHN 2 STD 7'9.9020 3.013 9/32'' Redundant Horizontal Design Data (Tension): Section Elevation Size L Lu Kl/r Fa A Actual Allow.40 L2 1/2x2 1/2x3/16 7'9'' 7'6.9020 2.9020 2.3 21.98 15.9020 1.100 L2 1/2x2 1/2x3/16 6'3'' 6'31/32'' 93. 135.56 19.60 L2 1/2x2 1/2x3/16 9'1/4'' 8'9.600 0.600 0.600 1.600 0.21 0.7188 1.65 19.600 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls. 129.9020 2. 10'31/32 155. Ratio No.48 0. 115.600 0.1 21.600 0. P Pa P ft ft ft ksi in2 K K Pa T9 140 .5 21.96 19. Inc.117 19/32'' '' Redundant Hip Design Data (Tension): .48 0.7 21.9020 3.1 21.100 L2 1/2x2 1/2x3/16 8'2.077 13/32'' 3/4'' T11 100 .093 19/32'' T13 60 .600 0.600 0.4 21.22 19.9020 3.29 19.48 0.48 0. Job Page ERITower Free-Standing Tower Demo 75 of 80 Project Date C-Concepts.48 0. 116.280 L2 1/2x2 1/2x3/16 6'8.600 0.109 5/16'' 11/16'' T15 20 .88 19.81 0. Ratio No. horn FAX: (262) 252-3134 Section Elevation Size L Lu Kl/r Fa A Actual Allow. P Pa P ft ft ft ksi in2 K K Pa T1 300 .22 16.7 21. 148.000 0.48 0.0745 1.48 0. 8'4. 7'11.9020 2.058 23/32'' 3/16'' T10 120 .600 0.80 L2 1/2x2 1/2x3/16 6'9'' 6'6.0 L2 1/2x2 1/2x3/16 8'9'' 8'6.118 T11 100 .8 21.48 0.9020 1. Ratio No.13 19.127 3/32'' T10 120 .101 9/32'' T14 40 .120 2L1 1/2x1 1/2x1/8 5'9'' 5'7. 6'2-3/4'' 100. 132.92 19. 101.80 L2 1/2x2 1/2x3/16 8'7.28 19.5 21.2 21.165 27/32'' T14 40 .34 23.53 0.81 19.9020 1.

01 0.2 21. Inc.3 21.00 19.9400 0.8 21.1 21.01 36.09 0.20 2L3 1/2x3 1/2x1/4x3/8 16'6'' 16'6'' 181.220 L2 1/2x2 1/2x3/16 6'9'' 6'9'' 104.3 21.000 T14 40 .600 1.48 0.3800 0.01 47.00 23.600 3.1 5'9'' 5'9'' 170.000 T15 20 .6 21.9020 0.4 21.9020 0.600 1.54 0.54 0.09 0. horn FAX: (262) 252-3134 Section Elevation Size L Lu Kl/r Fa A Actual Allow.000 T9 140 . Job Page ERITower Free-Standing Tower Demo 76 of 80 Project Date C-Concepts.000 T10 120 .01 19.001 T11 100 .4 21.000 T15 20 .180 L3x3x3/16 8'3'' 8'3'' 105.48 0.40 L2 1/2x2 1/2x3/16 7'9'' 7'9'' 119.20 L2 1/2x2 1/2x3/16 8'3'' 8'3'' 127.0 L2 1/2x2 1/2x3/16 8'9'' 8'9'' 135.48 0.9020 0.60 L2 1/2x2 1/2x3/16 7'3'' 7'3'' 111. Ratio No.600 0.200 L2 1/2x2 1/2x3/16 7'3'' 7'3'' 111.01 19.7 21.48 0.8 21.100 L2 1/2x2 1/2x3/16 6'3'' 6'3'' 96. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.600 0.600 1.01 73. 12612 W.600 3.000 T10 120 .0900 0.00 19.01 19. inc.600 1.600 2.2100 0. Ratio No.7 21.600 0.1800 0.00 36.0 2L3 1/2x3 1/2x1/4x3/8 17'6'' 17'6'' 192.2 21.14 0.01 41.48 0.6 21.600 1.1 21.01 41.9020 0.600 0.000 T12 80 .6900 0.000 T8 160 .50 0.48 0.1800 0.9020 0. P Pa P ft ft ft ksi in2 K K Pa T9 140 .01 73.100 L4x4x1/4 12'6'' 12'6'' 120.40 2L3x3x3/16x3/8 15'6'' 15'6'' 198.000 Inner Bracing Design Data (Tension): Section Elevation Size L Lu Kl/r Fa A Actual Allow. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.9020 0.01 0.48 0.000 T5 220 .90 0.000 T7 180 .600 1.140 L3 1/2x3 1/2x1/4 10'9'' 10'9'' 118.8 21.600 0.600 0.00 23.000 Bolt Design Data: .000 T13 60 .0900 0.600 1.9400 0.600 0.80 L4x4x1/4 13'6'' 13'6'' 129.120 C3x4.160 L3x3x3/16 9'3'' 9'3'' 118.5 21.1 21.600 0.000 T11 100 .00 19.000 T12 80 .50 0.60 2L3x3x3/16x3/8 14'6'' 14'6'' 185.600 2.6900 0.000 T13 60 .9020 0.3800 0.000 T14 40 .000 T6 200 .0 21.01 47.0 21.01 26.120 L3 1/2x3 1/2x1/4 11'6'' 11'6'' 126.48 0.01 19. P Pa P ft ft ft ksi in2 K K Pa T4 240 .90 0.9020 0.80 L2 1/2x2 1/2x3/16 6'9'' 6'9'' 104.01 19.

62 12.97 6.7500 4 13.333 Bolt Shear 0.160 Leg A325N 0.84 12.316 Horizontal A325N 0.333 Bolt Shear 0.48 12.711 Diagonal A325N 0.6250 2 2.13 19.333 Bolt Tension 0.27 6.333 Bolt Tension 0.44 1.890 Diagonal A325N 0.65 12.200 Leg A325N 0.44 1.6250 1 0.048 T14 40 .333 Bolt Shear 0.6250 1 0.89 1.333 Bolt Tension 0.416 Horizontal A325N 0.348 Horizontal A325N 0.6250 2 2.31 6.333 Bolt Tension 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.366 Horizontal A325N 0.008 Diagonal A325N 0.67 12.6250 1 0.333 Bolt Shear 0.24 12.7500 4 17.034 T5 220 .07 34.6250 2 3.6250 2 4.333 Bolt Tension 0.333 Bolt Tension 0.44 1.443 T4 240 .89 1.333 Bolt Shear 0.0000 8 18.7500 4 0.08 19.6250 1 1.333 Bolt Shear 0.82 19.364 Diagonal A325N 0.6250 1 0.6250 1 0.44 1.333 Bolt Shear 0.333 Bolt Shear 0.333 Bolt Shear 0.89 1.56 1.6250 1 4.73 12.523 Diagonal A325N 0.333 Bolt Shear 0.89 1.333 Bolt Shear 0.990 Diagonal A325N 0.63 34.863 Diagonal A325N 0.6250 1 4.44 1.050 T10 120 .306 T3 260 .6250 1 0.89 1.62 12.045 .6250 2 4.77 19.042 T7 180 .260 Leg A325N 0.333 Bolt Tension 0.333 Bolt Shear 0.89 1.58 12.333 Bolt Shear 0.325 Horizontal A325N 0.333 Bolt Shear 0.0000 8 16.333 Bolt Shear 0.333 Bolt Tension 0.217 Top Girt A325N 0.90 19.7500 4 4.7500 6 19.86 6.56 1.24 6.44 1.6250 2 5.38 6.35 12.043 T8 160 .180 Leg A325N 0.44 1.333 Bolt Tension 0.0000 8 19.44 1.6250 1 0.037 T2 280 .333 Bolt Shear 0.89 1.407 Horizontal A325N 0.07 12.7500 4 1.89 1.333 Bolt Shear 0.41 19.053 T12 80 .44 1.6250 1 0.333 Bolt Shear 0.333 Bolt Shear 0. Type Grade Of Load Load Load Ratio ft in Bolts K K Allowable T1 300 .100 Leg A325N 0.08 12.72 12.212 Horizontal A325N 0.6250 2 4.098 Diagonal A325N 0.052 T11 100 .36 12.56 1.333 Bolt Tension 0. Inc.333 Bolt Shear 0.22 6.86 19.333 Bolt Shear 0.6250 1 2.89 1.89 1.7500 4 7.048 T13 60 .89 1.120 Leg A325N 0.059 T9 140 .626 Diagonal A325N 0.6250 1 0.0000 8 21.89 1.83 34.7500 6 13.469 Diagonal A325N 0.89 1.44 1.049 T6 200 .140 Leg A325N 0.333 Bolt Shear 0.280 Leg A325N 0.6250 2 4.40 Leg A325N 1. Job Page ERITower Free-Standing Tower Demo 77 of 80 Project Date C-Concepts.333 Bolt Shear 0.193 Horizontal A325N 0.333 Bolt Shear 0.574 Diagonal A325N 0. 12612 W.44 1.333 Bolt Tension 0.20 Leg A325N 1.333 Bolt Tension 0. inc.240 Leg A325N 0.333 Bolt Tension 0.6250 2 5.220 Leg A325N 0.6250 1 0.6250 1 1.375 Horizontal A325N 0.238 Horizontal A325N 0.7500 4 10.44 1.89 1.89 1.44 1.7500 6 16. horn FAX: (262) 252-3134 Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable Criteria No.48 12.80 Leg A325N 1.6250 1 0.44 1.339 Horizontal A325N 0.21 34.60 Leg A325N 1.713 Diagonal A325N 0.27 6.89 1.68 12.333 Bolt Tension 0.44 1.89 1. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.333 Bolt Shear 0.15 19.25 19.40 6.333 Bolt Shear 0.19 12.44 1.6250 1 0.29 19.44 1.536 Diagonal A325N 0.44 1.212 Diagonal A325N 0.56 1.44 1.

7 Pass Diagonal 2L3x3x3/16x3/8 284 24.3 Pass Diagonal 2L3x3x3/16x3/8 335 26.56 1.3 Pass T7 180 .2 Pass T6 200 .1 Pass Horizontal L2 1/2x2 1/2x3/16 130 5.260 Leg 2 3/4 25 21.89 1.280 Leg 2 1/4 1 20.2 Pass T5 220 .2 Pass Bracing Inner Bracing L3 1/2x3 1/2x1/4 290 0.89 1.3 Pass T4 240 .3 Pass T8 160 .6250 2 5.673 Diagonal A325N 0.2 Pass Bracing Redund Diag ROHN 2 STD 303 8.333 Bolt Shear 0.0000 8 23.3 Pass Top Girt L2 1/2x2 1/2x3/16 5 3.8 Pass Horizontal L3x3x3/16 208 4.5 Pass Diagonal 2L3x3x3/16x3/8 234 26.220 Leg 3 68 27.240 Leg 3 48 28. T1 300 .0 Pass T2 280 .160 Leg 3 1/2 185 66.4 Pass Horizontal L3 1/2x3 1/2x1/4 229 4.63 12.9 Pass T3 260 .3 Pass T9 140 .100 Leg 4 314 74.4 Pass Redund Horz 2L1 1/2x1 1/2x1/8 302 25.6 Pass Diagonal L3x3x3/16 54 33. Inc.7 Pass Horizontal 2L2 1/2x2 1/2x3/16x3/8 272 5.4 Pass Horizontal 2L2 1/2x2 1/2x3/16x3/8 323 6.200 Leg 3 1/4 107 40.2 Pass Diagonal 2L2 1/2x2 1/2x3/16x3/8 117 26.7 Pass Horizontal L2 1/2x2 1/2x3/16 76 3.1 Pass Inner Bracing L3x3x3/16 196 0. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.180 Leg 3 1/4 146 53.0 Leg A325N 1.0 Pass Diagonal L2 1/2x2 1/2x3/16 11 16.1 304 0. horn FAX: (262) 252-3134 Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable Criteria No.0 Pass Inner Bracing L2 1/2x2 1/2x3/16 79 0.120 Leg 3 3/4 263 64.140 Leg 3 3/4 224 53.4 Pass Inner Bracing L3 1/2x3 1/2x1/4 237 0.049 Section Capacity Table Elevation Component Size Controlling % Pass Section ft Type Element Capacity Fail No.27 34.6 Pass Bracing Redund Hip C3x4.3 Pass Inner Bracing L3x3x3/16 157 0.2 Pass Bracing .333 Bolt Shear 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls. inc.437 Horizontal A325N 0.7 Pass Diagonal 2L2 1/2x2 1/2x3/16x3/8 195 32. Job Page ERITower Free-Standing Tower Demo 78 of 80 Project Date C-Concepts.9 Pass Bracing Redund Hip L2 1/2x2 1/2x3/16 330 0.3 Pass T10 120 .63 12.6 Pass Redund Horz L2 1/2x2 1/2x3/16 328 23.3 Pass Diagonal 2L2 1/2x2 1/2x3/16x3/8 156 26.9 Pass Bracing Redund Diag L2 1/2x2 1/2x3/16 358 22.6 Pass Diagonal L3x3x3/16 32 22. 12612 W.6250 1 0. Type Grade Of Load Load Load Ratio ft in Bolts K K Allowable T15 20 .0 Pass Inner Bracing L2 1/2x2 1/2x3/16 118 0.3 Pass Diagonal 2L2 1/2x2 1/2x3/16x3/8 78 23.5 Pass Horizontal L3x3x3/16 151 3.333 Bolt Tension 0.

2 Pass Diagonal 2L3x3x1/4x3/8 579 32.9 Pass Bracing Redund Diag L2 1/2x2 1/2x3/16 558 42.80 Leg 4 366 49. Inc.4 Pass Diagonal 2L3x3x1/4x3/8 539 31.5 Pass Horizontal 2L3x3x3/16x3/8 476 5.0 Leg 4 1/2 570 55.8 Pass Diagonal 2L3x3x1/4x3/8 488 30.4 Pass T14 40 .2 Pass Bracing Inner Bracing L4x4x1/4 392 0.3 Pass Bracing Redund Diag L2 1/2x2 1/2x3/16 456 31.4 Pass Bracing Inner Bracing 2L3 1/2x3 1/2x1/4x3/8 596 0.3 Pass Diagonal 33.0 Pass Bracing Redund Hip 0.4 Pass Redund Horz L2 1/2x2 1/2x3/16 384 30.8 Pass Bracing Redund Hip L2 1/2x2 1/2x3/16 559 0.3 Pass Horizontal 6.40 Leg 4 1/4 468 52.4 Pass . Job Page ERITower Free-Standing Tower Demo 79 of 80 Project Date C-Concepts.3 Pass Horizontal 2L3x3x3/16x3/8 374 4.4 Pass Summary Leg 74.2 Pass Diagonal 2L3x3x3/16x3/8 437 31.0 Pass Bracing Redund Hip L2 1/2x2 1/2x3/16 381 0. Inner Bracing L4x4x1/4 340 0. Mill Road Example 18:26:48 01/28/03 Menomonee Falls.2 Pass Bracing Inner Bracing 2L3x3x3/16x3/8 494 0.4 Pass T12 80 . horn FAX: (262) 252-3134 Elevation Component Size Controlling % Pass Section ft Type Element Capacity Fail No.9 Pass Bracing Redund Hip L2 1/2x2 1/2x3/16 483 0.3 Pass Bracing Redund Diag L2 1/2x2 1/2x3/16 613 49.7 Pass Redund Horz L2 1/2x2 1/2x3/16 430 37. inc.2 Pass Bracing Inner Bracing 2L3x3x3/16x3/8 443 0.20 Leg 4 1/2 519 51.4 Pass Redund Horz L2 1/2x2 1/2x3/16 537 54.7 Pass Diagonal 2L3x3x3/16x3/8 386 29.60 Leg 4 1/4 417 48.0 Pass Bracing Redund Hip L2 1/2x2 1/2x3/16 585 0.0 Pass Redund Horz 65.6 Pass Top Girt 3.8 Pass Horizontal 2L3 1/2x3 1/2x1/4x3/8 578 3.4 Pass T15 20 .0 Pass Bracing Redund Diag L2 1/2x2 1/2x3/16 405 27.3 Pass Redund Horz L2 1/2x2 1/2x3/16 481 45.7 Pass Redund Horz L2 1/2x2 1/2x3/16 583 65.4 Pass Bracing Redund Diag L2 1/2x2 1/2x3/16 507 36. WI 53051 Client Designed by Phone: (262) 252-3173 C-Concepts.4 Pass T13 60 . 12612 W.8 Pass Bracing Redund Hip L2 1/2x2 1/2x3/16 432 0.3 Pass Bracing Redund Diag 49.1 Pass Horizontal 2L3x3x3/16x3/8 425 4.3 Pass Bracing Inner Bracing 2L3 1/2x3 1/2x1/4x3/8 545 0.3 Pass T11 100 .2 Pass Horizontal 2L3 1/2x3 1/2x1/4x3/8 527 3.

inc. Inc.3 Pass . horn FAX: (262) 252-3134 Elevation Component Size Controlling % Pass Section ft Type Element Capacity Fail No. Bracing Inner Bracing 0.4 Pass RATING = 74. Job Page ERITower Free-Standing Tower Demo 80 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.

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