Ins Nic Claro San Jose de Los Remates Mc Torre Ja v00 20150127

RRIISSAATToowweerr Job Torres Arriostrada 24m 100mph Page

1 of 36 INSTRUMENTAL INC

Reparto Las Palmas, antiguo Banco Popular

Project San Jos de Los Remates

Date 22:56:53 01/28/15

Monseor Lezcano 1C Sur, M/I, Managua, Nicaragua

Phone: (505) 22668564 FAX:

Client CLARO NICARAGUA Designed by Joaquin Arita

Tower Input Data The main tower is a 3x guyed tower with an overall height of 24.00 m above the ground line. The base of the tower is set at an elevation of 0.00 m above the ground line. The face width of the tower is 0.34 m at the top and 0.34 m at the base. This tower is designed using the TIA/EIA-222-E standard. The following design criteria apply:

Basic wind speed of 161 kph. Deflections calculated using a wind speed of 80 kph. Weld together tower sections have flange connections.. Connections use galvanized A325 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC

Specifications.. Tower members are ''hot dipped'' galvanized in accordance with ASTM A123 and ASTM A153 Standards.. Welds are fabricated with ER-70S-6 electrodes.. Pressures are calculated at each section. Safety factor used in guy design is 2. Stress ratio used in tower member design is 1.333. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered.

Options

Consider Moments - Legs Distribute Leg Loads As Uniform Treat Feedline Bundles As Cylinder Consider Moments - Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules Consider Moments - Diagonals Assume Rigid Index Plate Calculate Redundant Bracing Forces Use Moment Magnification Use Clear Spans For Wind Area Ignore Redundant Members in FEA

Use Code Stress Ratios Use Clear Spans For KL/r SR Leg Bolts Resist Compression Use Code Safety Factors - Guys Retension Guys To Initial Tension All Leg Panels Have Same Allowable Escalate Ice Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz Use Azimuth Dish Coefficients Consider Feedline Torque Use Special Wind Profile Project Wind Area of Appurt. Include Angle Block Shear Check

Include Bolts In Member Capacity Autocalc Torque Arm Areas Poles Leg Bolts Are At Top Of Section SR Members Have Cut Ends Include Shear-Torsion Interaction Secondary Horizontal Braces Leg Sort Capacity Reports By Component Always Use Sub-Critical Flow Use Diamond Inner Bracing (4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets Add IBC .6D+W Combination





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:


Leg B Guy B

Leg C

Guy C

Leg A Guy

A

Face A

Face B

Face C

Corner & Starmount Guyed Tower

Wind 0

Wind 90

Wind 180

Z X





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:


Leg B

Guy B

Leg C

Guy C

Leg A

Guy A

Face A

Face B

Face C

Face Guyed

Wind 0

Wind 90

Wind 180

Z

X

Tower Section Geometry

Tower Section

Tower Elevation

m

Assembly Database

Description Section Width

m

Number of

Sections

Section Length

m

T1 24.00-18.00 0.34 1 6.00 T2 18.00-12.00 0.34 1 6.00 T3 12.00-6.00 0.34 1 6.00 T4 6.00-0.00 0.34 1 6.00

Tower Section Geometry (contd)

Tower Section

Tower Elevation

m

Diagonal Spacing

m

Bracing Type

Has K Brace

End Panels

Has Horizontals

Top Girt Offset

mm

Bottom Girt Offset

mm

T1 24.00-18.00 0.36 Diag Up No Yes 96 96





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:


Tower Section

Tower Elevation

m

Diagonal Spacing

m

Bracing Type

Has K Brace

End Panels

Has Horizontals

Top Girt Offset

mm

Bottom Girt Offset

mm

T2 18.00-12.00 0.36 Diag Up No Yes 96 96 T3 12.00-6.00 0.36 Diag Up No Yes 96 96 T4 6.00-0.00 0.36 Diag Up No Yes 96 96


Tower Elevation

m

Leg Type

Leg Size

Leg Grade

Diagonal Type

Diagonal Size

Diagonal Grade

T1 24.00-18.00 Pipe Pipe 60.2x3mm A36 (248211 kPa)

Solid Round 13 A611-40 (275790 kPa)








Tower Elevation

m

Top Girt Type

Top Girt Size

Top Girt Grade

Bottom Girt Type

Bottom Girt Size

Bottom Girt Grade

T1 24.00-18.00 Solid Round 13 A36 (248211 kPa)

Solid Round 13 A36 (248211 kPa)








Tower Elevation

m

No. of

Mid Girts

Mid Girt Type

Mid Girt Size

Mid Girt Grade

Horizontal Type

Horizontal Size

Horizontal Grade

T1 24.00-18.00 None Flat Bar A36 (248211 kPa)












Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:



Tower Elevation

m

Gusset Area

(per face)

m2

Gusset Thickness

mm

Gusset Grade Adjust. FactorAf

Adjust. Factor

Ar

Weight Mult.

Double Angle Stitch Bolt Spacing

Diagonals mm

Double Angle Stitch Bolt Spacing

Horizontals mm

T1 24.00-18.00 0.00 0 A36 (248211 kPa)

1 1 1 914 914 T2 18.00-12.00 0.00 0 A36

(248211 kPa)1 1 1 914 914

T3 12.00-6.00 0.00 0 A36 (248211 kPa)

1 1 1 914 914 T4 6.00-0.00 0.00 0 A36

(248211 kPa)1 1 1 914 914


K Factors1Tower

Elevation

m

Calc K

Single Angles

Calc K

Solid Rounds

Legs X Brace Diags

X Y

K Brace Diags

X Y

Single Diags

X Y

Girts

X Y

Horiz.

X Y

Sec. Horiz.

X Y

Inner Brace

X Y

T1 24.00-18.00

Yes Yes 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T2 18.00-12.00

Yes Yes 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T3 12.00-6.00 Yes Yes 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T4 6.00-0.00 Yes Yes 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

1Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to the overall length.


Tower Elevation

m

Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal

Net Width Deduct

mm U

Net Width Deduct

mm U

Net WidthDeduct

mm U

Net Width

Deduct mm

U

Net Width

Deduct mm

U

Net Width

Deduct mm

U

Net Width

Deduct mm

U

T1 24.00-18.00 0 1 0 0.75 0 0.75 0 0.75 0 0.75 0 0.75 0 0.75 T2 18.00-12.00 0 1 0 0.75 0 0.75 0 0.75 0 0.75 0 0.75 0 0.75 T3 12.00-6.00 0 1 0 0.75 0 0.75 0 0.75 0 0.75 0 0.75 0 0.75 T4 6.00-0.00 0 1 0 0.75 0 0.75 0 0.75 0 0.75 0 0.75 0 0.75





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:



Tower Elevation

m

Leg Connection

Type

Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal

Bolt Size mm

No. Bolt Size mm

No. Bolt Sizemm

No. Bolt Sizemm

No. Bolt Sizemm

No. Bolt Size mm

No. Bolt Sizemm

No.

T1 24.00-18.00 Flange 13 A325X

4 16 A325N

0 16 A325N

0 16 A325N

0 16 A325N

0 16 A325N

0 16 A325N

0 T2 18.00-12.00 Flange 13

A325X 4 16

A325N 0 16

A325N 0 16

A325N 0 16

A325N 0 16

A325N 0 16

A325N 0

T3 12.00-6.00 Flange 13 A325X

4 16 A325N

0 16 A325N

0 16 A325N

0 16 A325N

0 16 A325N

0 16 A325N

0 T4 6.00-0.00 Flange 13

A325X 4 16

A325N 0 16

A325N 0 16

A325N 0 16

A325N 0 16

A325N 0 16

A325N 0

Guy Data

Guy Elevation

m

Guy Grade

Guy Size

Initial Tension

kg

%

Guy Modulus

kPa

Guy Weight

kglm

Lu

m

Anchor Radius

m

Anchor Azimuth

Adj.

Anchor Elevation

m

End Fitting

Efficiency%

6.096 EHS A B C

10 10 10

698.53 698.53 698.53

10%10%10%

144789867

144789867

144789867

0.41 0.41 0.41

15.88 15.88 15.88

15.00 15.00 15.00

0.00 0.00 0.00

0.30 0.30 0.30

100% 100% 100%

12.096 EHS A B C

10 10 10

698.53 698.53 698.53

10%10%10%

144789867

144789867

144789867

0.41 0.41 0.41

18.91 18.91 18.91

15.00 15.00 15.00

0.00 0.00 0.00

0.30 0.30 0.30

100% 100% 100%

17.904 EHS A B C

10 10 10

698.53 698.53 698.53

10%10%10%

144789867

144789867

144789867

0.41 0.41 0.41

22.98 22.98 22.98

15.00 15.00 15.00

0.00 0.00 0.00

0.30 0.30 0.30

100% 100% 100%

21.363 EHS A B C

10 10 10

698.53 698.53 698.53

10%10%10%

144789867

144789867

144789867

0.41 0.41 0.41

25.71 25.71 25.71

15.00 15.00 15.00

0.00 0.00 0.00

0.30 0.30 0.30

100% 100% 100%

Guy Data(contd)

Guy Elevation

m

Mount Type

Torque-Arm Spread

m

Torque-Arm Leg Angle

Torque-Arm Style

Torque-Arm Grade

Torque-Arm Type

Torque-Arm Size

6.096 Corner





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:


Guy Elevation

m

Mount Type

Torque-Arm Spread

m

Torque-Arm Leg Angle

Torque-Arm Style

Torque-Arm Grade

Torque-Arm Type

Torque-Arm Size

12.096 Corner 17.904 Corner 21.363 Torque Arm 0.79 63.00 Bat Ear A36

(248211 kPa)Single Angle L51x51x6

Guy Data (contd)

Guy Elevation

m

Diagonal Grade

Diagonal Type

Upper Diagonal Size

Lower Diagonal Size

Is Strap.

Pull-Off Grade

Pull-Off Type Pull-Off Size

6.10 A572-50 (344738

kPa) Solid Round A572-50

(344738 kPa)

Solid Round

12.10 A572-50 (344738


(344738 kPa)

Solid Round

17.90 A572-50 (344738


(344738 kPa)

Solid Round

21.36 A572-50 (344738


(344738 kPa)

Solid Round

Guy Data (contd)

Guy Elevation

m

Cable Weight

A kg

Cable Weight

B kg

Cable Weight

C kg

Cable Weight

D kg

Tower Intercept

A m

Tower Intercept

B m

Tower Intercept

C m

Tower Intercept

D m

6.096 6.45 6.45 6.45 0.07 0.8 sec/pulse

0.07 0.8 sec/pulse

0.07 0.8 sec/pulse

12.096 7.68 7.68 7.68 0.10

1.0 sec/pulse 0.10

1.0 sec/pulse 0.10

1.0 sec/pulse

17.904 9.34 9.34 9.34 0.15 1.2 sec/pulse

0.15 1.2 sec/pulse

0.15 1.2 sec/pulse

21.363 10.44 10.44 10.44 0.19

1.4 sec/pulse 0.19

1.4 sec/pulse 0.19

1.4 sec/pulse

Guy Data (contd)

Torque Arm Pull Off DiagonalGuy

Elevation m

Calc K

Single Angles

Calc K

Solid Rounds

Kx Ky Kx Ky Kx Ky

6.096 No No 1 1 1 1 12.096 No No 1 1 1 1





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:


Torque Arm Pull Off DiagonalGuy

Elevation m

Calc K

Single Angles

Calc K

Solid Rounds

Kx Ky Kx Ky Kx Ky

17.904 No No 1 1 1 1 21.363 No No 1 1 1 1 1 1

Guy Data (contd)

Torque-Arm Pull Off Diagonal Guy

Elevation m

Bolt Size mm

Number Net Width Deduct

mm U

Bolt Sizemm

Number Net WidthDeduct

mm U

Bolt Sizemm

Number Net WidthDeduct

mm U

6.096 16 A325N

0 0 0.75 10 A325N

0 0 0.75 16 A325N

0 0 0.75 12.096 16

A325N 0 0 0.75 10

A325N 0 0 0.75 16

A325N 0 0 0.75

17.904 16 A325X

1 0 1 0 A325N

0 0 0.75 16 A325N

0 0 0.75 21.363 16

A325X 1 0 1 0

A325N 0 0 0.75 16

A325N 0 0 0.75

Guy Pressures

Guy Elevation

m

Guy Location

z

m

qz

kPa

qz Ice kPa

Ice Thickness

mm 6.096 A

B C

3.20 3.20 3.20

1.23 1.23 1.23

12.096 A B C

6.20 6.20 6.20

1.23 1.23 1.23

17.904 A B C

9.10 9.10 9.10

1.23 1.23 1.23

21.363 A B C

10.83 10.83 10.83

1.25 1.25 1.25

Guy-Mast Forces (Excluding Wind) - No Ice

Guy Elevation

m

Guy Location

Chord Angle

Guy Tension Top

Bottom kg

Fx

kg

Fy

kg

Fz

kg

Mx

kg-m

My

kg-m

Mz

kg-m 6.096 A 21.38 700.89

698.53 0.00 258.34 -651.54 -51.0 0.0 0.0

B 21.38 700.89 698.53

564.25 258.34 325.77 25.5 0.0 -44.2 C 21.38 700.89 -564.25 258.34 325.77 25.5 -0.0 44.2





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:


Guy Elevation

m

Guy Location

Chord Angle

Guy Tension Top

Bottom kg

Fx

kg

Fy

kg

Fz

kg

Mx

kg-m

My

kg-m

Mz

kg-m 698.53

Sum: 0.00 775.02 -0.00 0.0 0.0 0.0 12.096 A 38.55 703.32

698.53 0.00 440.66 -548.16 -87.0 0.0 0.0

B 38.55 703.32 698.53

474.72 440.66 274.08 43.5 0.0 -75.4 C 38.55 703.32

698.53 -474.72 440.66 274.08 43.5 -0.0 75.4

Sum: 0.00 1321.99 -0.00 0.0 0.0 0.0 17.904 A 49.94 705.68

698.53 0.00 542.04 -451.85 -107.0 0.0 0.0

B 49.94 705.68 698.53

391.32 542.04 225.93 53.5 0.0 -92.7 C 49.94 705.68

698.53 -391.32 542.04 225.93 53.5 -0.0 92.7

Sum: 0.00 1626.13 0.00 0.0 0.0 0.0 21.363 A 54.95 707.08

698.53 -10.79 580.56 -403.49 -132.4 161.8 -229.3

A 54.95 707.08 698.53

10.79 580.56 -403.49 -132.4 -161.8 229.3 B 54.95 707.08

698.53 354.83 580.56 192.40 264.8 161.8 0.0

B 54.95 707.08 698.53

344.04 580.56 211.09 -132.4 -161.8 -229.3 C 54.95 707.08

698.53 -344.04 580.56 211.09 -132.4 161.8 229.3

C 54.95 707.08 698.53

-354.83 580.56 192.40 264.8 -161.8 0.0 Sum: 0.00 3483.34 0.00 -0.0 0.0 0.0

Guy-Mast Forces (Excluding Wind) - Service

Guy Elevation

m

Guy Location

Chord Angle

Guy Tension Top

Bottom kg

Fx

kg

Fy

kg

Fz

kg

Mx

kg-m

My

kg-m

Mz

kg-m 6.096 A 21.38 700.89

698.53 0.00 258.34 -651.54 -51.0 0.0 0.0

B 21.38 700.89 698.53

564.25 258.34 325.77 25.5 0.0 -44.2 C 21.38 700.89

698.53 -564.25 258.34 325.77 25.5 -0.0 44.2

Sum: 0.00 775.02 -0.00 0.0 0.0 0.0 12.096 A 38.55 703.32

698.53 0.00 440.66 -548.16 -87.0 0.0 0.0

B 38.55 703.32 698.53

474.72 440.66 274.08 43.5 0.0 -75.4 C 38.55 703.32

698.53 -474.72 440.66 274.08 43.5 -0.0 75.4

Sum: 0.00 1321.99 -0.00 0.0 0.0 0.0 17.904 A 49.94 705.68

698.53 0.00 542.04 -451.85 -107.0 0.0 0.0

B 49.94 705.68 391.32 542.04 225.93 53.5 0.0 -92.7





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:


Guy Elevation

m

Guy Location

Chord Angle

Guy Tension Top

Bottom kg

Fx

kg

Fy

kg

Fz

kg

Mx

kg-m

My

kg-m

Mz

kg-m 698.53

C 49.94 705.68 698.53

-391.32 542.04 225.93 53.5 -0.0 92.7 Sum: 0.00 1626.13 0.00 0.0 0.0 0.0

21.363 A 54.95 707.08 698.53

-10.79 580.56 -403.49 -132.4 161.8 -229.3 A 54.95 707.08

698.53 10.79 580.56 -403.49 -132.4 -161.8 229.3

B 54.95 707.08 698.53

354.83 580.56 192.40 264.8 161.8 0.0 B 54.95 707.08

698.53 344.04 580.56 211.09 -132.4 -161.8 -229.3

C 54.95 707.08 698.53

-344.04 580.56 211.09 -132.4 161.8 229.3 C 54.95 707.08

698.53 -354.83 580.56 192.40 264.8 -161.8 0.0

Sum: 0.00 3483.34 0.00 -0.0 0.0 0.0

Feed Line/Linear Appurtenances - Entered As Round Or Flat

Description Face or

Leg

Allow Shield

Component Type

Placement

m

Total Number

Number Per Row

Clear Spacing

mm

Width or Diameter

mm

Perimeter

mm

Weight

kglm 7/8 C No Ar (CfAe) 24.00 - 0.00 6 2 28 28 0.80

Feed Line/Linear Appurtenances Section Areas Tower Section

Tower Elevation

m

Face AR

m2

AF

m2

CAAA In Face

m2

CAAA Out Face

m2

Weight

kg T1 24.00-18.00 A

B C

0.000 0.000 0.338

0.000 0.000 0.000

0.000 0.000 0.000

0.000 0.000 0.000

0.00 0.00 28.93

T2 18.00-12.00 A B C

0.000 0.000 0.338

0.000 0.000 0.000

0.000 0.000 0.000

0.000 0.000 0.000

0.00 0.00 28.93

T3 12.00-6.00 A B C

0.000 0.000 0.338

0.000 0.000 0.000

0.000 0.000 0.000

0.000 0.000 0.000

0.00 0.00 28.93

T4 6.00-0.00 A B C

0.000 0.000 0.338

0.000 0.000 0.000

0.000 0.000 0.000

0.000 0.000 0.000

0.00 0.00 28.93

Discrete Tower Loads





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:


Description Face or

Leg

Offset Type

Offsets: Horz

Lateral Vert

m m m

Azimuth Adjustment

Placement

m

CAAA Front

m2

CAAA Side

m2

Weight

kg

(3) Ant 76'' x 10.2'' A From Leg 0.65 0.00 0.00

0.00 23.00 No Ice 0.71 0.37 10.50

(3) Ant 76'' x 10.2'' B From Leg 0.65 0.00 0.00

0.00 23.00 No Ice 0.71 0.37 10.50

(3) Ant 76'' x 10.2'' C From Leg 0.65 0.00 0.00

0.00 23.00 No Ice 0.71 0.37 10.50

(3) RRU410x334x176 A From Leg 0.50 0.00 0.00

0.00 23.00 No Ice 0.19 0.10 24.00

(3) RRU410x334x176 B From Leg 0.50 0.00 0.00

0.00 23.00 No Ice 0.19 0.10 24.00

(3) RRU410x334x176 C From Leg 0.50 0.00 0.00

0.00 23.00 No Ice 0.19 0.10 24.00

(3) TMA 0.28x0.155x0.10 A From Leg 0.50 0.00 0.00

0.00 23.00 No Ice 0.06 0.04 6.00

(3) TMA 0.28x0.155x0.10 B From Leg 0.50 0.00 0.00

0.00 23.00 No Ice 0.06 0.04 6.00

(3) TMA 0.28x0.155x0.10 C From Leg 0.50 0.00 0.00

0.00 23.00 No Ice 0.06 0.04 6.00

Dishes

Description Face or

Leg

Dish Type

Offset Type

Offsets: Horz

LateralVert

m

Azimuth Adjustment

3 dB Beam Width

Elevation

m

Outside Diameter

m

Aperture Area

m2

Weight

kg P2-122E B Paraboloid w/o

Radome From Leg

0.30 0.00 0.00

0.00 15.00 0.61 No Ice 0.29 11.34

Tower Pressures - No Ice

GH = 1.180

Section Elevation

m

z

m

KZ

qz

kPa

AG

m2

Face

AF

m2

AR

m2

Aleg

m2

Leg %

CAAA In

Face m2

CAAA Out Face m2





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:


Section Elevation

m

z

m

KZ

qz

kPa

AG

m2

Face

AF

m2

AR

m2

Aleg

m2

Leg %

CAAA In

Face m2

CAAA Out Face m2

T1 24.00-18.00 21.00 1.234 1.51 2.414 A B C

0.0000.0000.000

0.8680.8681.206

0.724 83.3783.3759.99

0.000 0.000 0.000

0.0000.0000.000

T2 18.00-12.00 15.00 1.121 1.37 2.414 A B C

0.0000.0000.000

0.8680.8681.206

0.724 83.3783.3759.99

0.000 0.000 0.000

0.0000.0000.000

T3 12.00-6.00 9.00 1 1.23 2.414 A B C

0.0000.0000.000

0.8680.8681.206

0.724 83.3783.3759.99

0.000 0.000 0.000

0.0000.0000.000

T4 6.00-0.00 3.00 1 1.23 2.414 A B C

0.0000.0000.000

0.8680.8681.206

0.724 83.3783.3759.99

0.000 0.000 0.000

0.0000.0000.000

Tower Pressure - Service

GH = 1.180

Section Elevation

m

z

m

KZ

qz

kPa

AG

m2

Face

AF

m2

AR

m2

Aleg

m2

Leg %

CAAA In

Face m2

CAAA Out Face m2

T1 24.00-18.00 21.00 1.234 0.38 2.414 A B C

0.0000.0000.000

0.8680.8681.206

0.724 83.3783.3759.99

0.000 0.000 0.000

0.0000.0000.000

T2 18.00-12.00 15.00 1.121 0.34 2.414 A B C

0.0000.0000.000

0.8680.8681.206

0.724 83.3783.3759.99

0.000 0.000 0.000

0.0000.0000.000

T3 12.00-6.00 9.00 1 0.31 2.414 A B C

0.0000.0000.000

0.8680.8681.206

0.724 83.3783.3759.99

0.000 0.000 0.000

0.0000.0000.000

T4 6.00-0.00 3.00 1 0.31 2.414 A B C

0.0000.0000.000

0.8680.8681.206

0.724 83.3783.3759.99

0.000 0.000 0.000

0.0000.0000.000

Tower Forces - No Ice - Wind Normal To Face

Section Elevation

m

Add Weight

kg

Self Weight

kg

F a c e

e CF

RR DF

DR

AE

m2

F

kg

w

kglm

Ctrl. Face

T1 24.00-18.00

28.93 117.44 TA 34.86

A B C

0.36 0.36 0.5

2.152.151.9

0.6360.6360.697

111

111

0.5520.5520.841

290.93 48.49 C

T2 18.00-12.00

28.93 117.44 A B C

0.36 0.36 0.5

2.152.151.9

0.6360.6360.697

111

111

0.5520.5520.841

264.26 44.04 C

T3 12.00-6.00 28.93 117.44 A B C

0.36 0.36 0.5

2.152.151.9

0.6360.6360.697

111

111

0.5520.5520.841

235.74 39.29 C

T4 6.00-0.00 28.93 117.44 A B C

0.36 0.36 0.5

2.152.151.9

0.6360.6360.697

111

111

0.5520.5520.841

235.74 39.29 C

Sum Weight: 115.72 504.64 1026.67





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:


Tower Forces - No Ice - Wind 60 To Face

Section Elevation

m

Add Weight

kg

Self Weight

kg

F a c e

e CF

RR DF

DR

AE

m2

F

kg

w

kglm

Ctrl. Face

T1 24.00-18.00

28.93 117.44 TA 34.86

A B C

0.36 0.36 0.5

2.152.151.9

0.6360.6360.697

0.80.80.8

111

0.5520.5520.841

290.93 48.49 C

T2 18.00-12.00

28.93 117.44 A B C

0.36 0.36 0.5

2.152.151.9

0.6360.6360.697

0.80.80.8

111

0.5520.5520.841

264.26 44.04 C

T3 12.00-6.00 28.93 117.44 A B C

0.36 0.36 0.5

2.152.151.9

0.6360.6360.697

0.80.80.8

111

0.5520.5520.841

235.74 39.29 C

T4 6.00-0.00 28.93 117.44 A B C

0.36 0.36 0.5

2.152.151.9

0.6360.6360.697

0.80.80.8

111

0.5520.5520.841

235.74 39.29 C

Sum Weight: 115.72 504.64 1026.67

Tower Forces - Service - Wind Normal To Face

Section Elevation

m

Add Weight

kg

Self Weight

kg

F a c e

e CF

RR DF

DR

AE

m2

F

kg

w

kglm

Ctrl. Face

T1 24.00-18.00

28.93 117.44 TA 34.86

A B C

0.36 0.36 0.5

2.152.151.9

0.6360.6360.697

111

111

0.5520.5520.841

72.73 12.12 C

T2 18.00-12.00

28.93 117.44 A B C

0.36 0.36 0.5

2.152.151.9

0.6360.6360.697

111

111

0.5520.5520.841

66.06 11.01 C

T3 12.00-6.00 28.93 117.44 A B C

0.36 0.36 0.5

2.152.151.9

0.6360.6360.697

111

111

0.5520.5520.841

58.94 9.82 C

T4 6.00-0.00 28.93 117.44 A B C

0.36 0.36 0.5

2.152.151.9

0.6360.6360.697

111

111

0.5520.5520.841

58.94 9.82 C

Sum Weight: 115.72 504.64 256.67

Tower Forces - Service - Wind 60 To Face

Section Elevation

m

Add Weight

kg

Self Weight

kg

F a c e

e CF

RR DF

DR

AE

m2

F

kg

w

kglm

Ctrl. Face

T1 24.00-18.00

28.93 117.44 TA 34.86

A B C

0.36 0.36 0.5

2.152.151.9

0.6360.6360.697

0.80.80.8

111

0.5520.5520.841

72.73 12.12 C

T2 18.00-12.00

28.93 117.44 A B

0.36 0.36

2.152.15

0.6360.636

0.80.8

11

0.5520.552

66.06 11.01 C





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:


Section Elevation

m

Add Weight

kg

Self Weight

kg

F a c e

e CF

RR DF

DR

AE

m2

F

kg

w

kglm

Ctrl. Face

C 0.5 1.9 0.697 0.8 1 0.841T3 12.00-6.00 28.93 117.44 A

B C

0.36 0.36 0.5

2.152.151.9

0.6360.6360.697

0.80.80.8

111

0.5520.5520.841

58.94 9.82 C

T4 6.00-0.00 28.93 117.44 A B C

0.36 0.36 0.5

2.152.151.9

0.6360.6360.697

0.80.80.8

111

0.5520.5520.841

58.94 9.82 C

Sum Weight: 115.72 504.64 256.67

Mast Vectors - No Ice

Section No.

Section Elevation

m Wind

Azimuth

Directionality F

kg Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

T1 24.00-18.00 0 Wind Normal 290.93 0.00 -290.93 -6109.4 0.0 0.0 60 290.93 251.95 -145.46 -3054.7 -5290.9 0.0 120 Wind Normal 290.93 251.95 145.46 3054.7 -5290.9 0.0 180 290.93 0.00 290.93 6109.4 0.0 0.0 240 Wind Normal 290.93 -251.95 145.46 3054.7 5290.9 0.0 300 290.93 -251.95 -145.46 -3054.7 5290.9 0.0




Mast Totals - No Ice

Wind Azimuth

Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

0 0.00 -1026.67 -12902.3 0.0 0.060 889.13 -513.34 -6451.1 -11173.7 0.0

120 889.13 513.34 6451.1 -11173.7 0.0180 0.00 1026.67 12902.3 0.0 0.0240 -889.13 513.34 6451.1 11173.7 0.0300 -889.13 -513.34 -6451.1 11173.7 0.0





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:


Mast Vectors - Service

Section No.

Section Elevation

m Wind

Azimuth

Directionality F

kg Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m





Mast Totals - Service

Wind Azimuth

Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

0 0.00 -256.67 -3225.6 0.0 0.060 222.28 -128.33 -1612.8 -2793.4 0.0

120 222.28 128.33 1612.8 -2793.4 0.0180 0.00 256.67 3225.6 0.0 0.0240 -222.28 128.33 1612.8 2793.4 0.0300 -222.28 -128.33 -1612.8 2793.4 0.0

Discrete Appurtenance Pressures - No Ice GH = 1.180

Description Aiming Azimuth

Weight

kg

Offsetx

m

Offsetz

m

z

m

Kz qz

kPa

CAAC Front

m2 CAAC Side m2

Torque Arm Face C 180.00 0.00 0.00 0.28 21.10 1.236 1.51 0.15 0.19Torque Arm Face B 60.00 0.00 0.24 -0.14 21.10 1.236 1.51 0.15 0.19Torque Arm Face A 300.00 0.00 -0.24 -0.14 21.10 1.236 1.51 0.15 0.19Ant 76'' x 10.2'' 0.00 31.50 0.00 -0.85 23.00 1.267 1.55 2.12 1.12Ant 76'' x 10.2'' 120.00 31.50 0.73 0.42 23.00 1.267 1.55 2.12 1.12





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:



Weight

kg

Offsetx

m

Offsetz

m

z

m

Kz qz

kPa

CAAC Front

m2 CAAC Side m2

Ant 76'' x 10.2'' 240.00 31.50 -0.73 0.42 23.00 1.267 1.55 2.12 1.12RRU410x334x176 0.00 72.00 0.00 -0.70 23.00 1.267 1.55 0.58 0.30RRU410x334x176 120.00 72.00 0.60 0.35 23.00 1.267 1.55 0.58 0.30RRU410x334x176 240.00 72.00 -0.60 0.35 23.00 1.267 1.55 0.58 0.30TMA 0.28x0.155x0.10 0.00 18.00 0.00 -0.70 23.00 1.267 1.55 0.18 0.12TMA 0.28x0.155x0.10 120.00 18.00 0.60 0.35 23.00 1.267 1.55 0.18 0.12TMA 0.28x0.155x0.10 240.00 18.00 -0.60 0.35 23.00 1.267 1.55 0.18 0.12 Sum

Weight: 364.50

Discrete Appurtenance Vectors - No Ice

Torque Arm Face C - Elevation 21.097 - From Centroid-Face C Wind

Azimuth

Fa

kg

Fs

kg Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

0 27.30 0.00 0.00 -27.30 -576.0 0.0 0.060 13.65 30.06 30.06 -13.65 -288.0 -634.1 8.3

120 13.65 30.06 30.06 13.65 288.0 -634.1 8.3180 27.30 0.00 0.00 27.30 576.0 0.0 0.0240 13.65 30.06 -30.06 13.65 288.0 634.1 -8.3300 13.65 30.06 -30.06 -13.65 -288.0 634.1 -8.3

Torque Arm Face B - Elevation 21.097 - From Centroid-Face B Wind

Azimuth

Fa

kg

Fs

kg Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

0 13.65 30.06 -3.21 -32.86 -693.1 67.6 8.360 27.30 0.00 23.64 -13.65 -288.0 -498.8 0.0

120 13.65 30.06 26.85 19.20 405.1 -566.5 -8.3180 13.65 30.06 3.21 32.86 693.1 -67.6 -8.3240 27.30 0.00 -23.64 13.65 288.0 498.8 0.0300 13.65 30.06 -26.85 -19.20 -405.1 566.5 8.3

Torque Arm Face A - Elevation 21.097 - From Centroid-Face A Wind

Azimuth

Fa

kg

Fs

kg Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

0 13.65 30.06 3.21 -32.86 -693.1 -67.6 -8.360 13.65 30.06 26.85 -19.20 -405.1 -566.5 -8.3

120 27.30 0.00 23.64 13.65 288.0 -498.8 0.0180 13.65 30.06 -3.21 32.86 693.1 67.6 8.3240 13.65 30.06 -26.85 19.20 405.1 566.5 8.3300 27.30 0.00 -23.64 -13.65 -288.0 498.8 0.0

Ant 76'' x 10.2'' - Elevation 23 - From Leg A Wind

Azimuth

Fa

kg

Fs

kg Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

0 396.47 0.00 0.00 -396.47 -9145.6 0.0 0.060 198.24 180.45 180.45 -198.24 -4586.1 -4150.4 -152.9

120 198.24 180.45 180.45 198.24 4532.7 -4150.4 -152.9





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:



Azimuth

Fa

kg

Fs

kg Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

180 396.47 0.00 0.00 396.47 9092.2 0.0 0.0240 198.24 180.45 -180.45 198.24 4532.7 4150.4 152.9300 198.24 180.45 -180.45 -198.24 -4586.1 4150.4 152.9

Ant 76'' x 10.2'' - Elevation 23 - From Leg B Wind

Azimuth

Fa

kg

Fs

kg Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

0 198.24 180.45 -81.45 -255.40 -5860.8 1850.3 152.960 198.24 180.45 261.90 -57.16 -1301.3 -6046.9 152.9

120 396.47 0.00 343.36 198.24 4572.8 -7920.3 0.0180 198.24 180.45 81.45 255.40 5887.5 -1896.5 -152.9240 198.24 180.45 -261.90 57.16 1328.0 6000.7 -152.9300 396.47 0.00 -343.36 -198.24 -4546.1 7874.1 0.0

Ant 76'' x 10.2'' - Elevation 23 - From Leg C Wind

Azimuth

Fa

kg

Fs

kg Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

0 198.24 180.45 81.45 -255.40 -5860.8 -1850.3 -152.960 396.47 0.00 343.36 -198.24 -4546.1 -7874.1 0.0

120 198.24 180.45 261.90 57.16 1328.0 -6000.7 152.9180 198.24 180.45 -81.45 255.40 5887.5 1896.5 152.9240 396.47 0.00 -343.36 198.24 4572.8 7920.3 0.0300 198.24 180.45 -261.90 -57.16 -1301.3 6046.9 -152.9

RRU410x334x176 - Elevation 23 - From Leg A Wind

Azimuth

Fa

kg

Fs

kg Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

0 107.43 0.00 0.00 -107.43 -2521.1 0.0 0.060 53.72 49.03 49.03 -53.72 -1285.7 -1127.6 -34.2

120 53.72 49.03 49.03 53.72 1185.2 -1127.6 -34.2180 107.43 0.00 0.00 107.43 2420.7 0.0 0.0240 53.72 49.03 -49.03 53.72 1185.2 1127.6 34.2300 53.72 49.03 -49.03 -53.72 -1285.7 1127.6 34.2

RRU410x334x176 - Elevation 23 - From Leg B Wind

Azimuth

Fa

kg

Fs

kg Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

0 53.72 49.03 -22.01 -69.32 -1569.2 462.6 34.260 53.72 49.03 71.03 -15.60 -333.7 -1677.2 34.2

120 107.43 0.00 93.04 53.72 1260.6 -2183.4 0.0180 53.72 49.03 22.01 69.32 1619.4 -549.6 -34.2240 53.72 49.03 -71.03 15.60 383.9 1590.2 -34.2300 107.43 0.00 -93.04 -53.72 -1210.3 2096.4 0.0

RRU410x334x176 - Elevation 23 - From Leg C





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:


Wind Azimuth

Fa

kg

Fs

kg Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

0 53.72 49.03 22.01 -69.32 -1569.2 -462.6 -34.260 107.43 0.00 93.04 -53.72 -1210.3 -2096.4 0.0

120 53.72 49.03 71.03 15.60 383.9 -1590.2 34.2180 53.72 49.03 -22.01 69.32 1619.4 549.6 34.2240 107.43 0.00 -93.04 53.72 1260.6 2183.4 0.0300 53.72 49.03 -71.03 -15.60 -333.7 1677.2 -34.2

TMA 0.28x0.155x0.10 - Elevation 23 - From Leg A Wind

Azimuth

Fa

kg

Fs

kg Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

0 34.05 0.00 0.00 -34.05 -795.7 0.0 0.060 17.02 19.02 19.02 -17.02 -404.1 -437.5 -13.3

120 17.02 19.02 19.02 17.02 379.0 -437.5 -13.3180 34.05 0.00 0.00 34.05 770.5 0.0 0.0240 17.02 19.02 -19.02 17.02 379.0 437.5 13.3300 17.02 19.02 -19.02 -17.02 -404.1 437.5 13.3

TMA 0.28x0.155x0.10 - Elevation 23 - From Leg B Wind

Azimuth

Fa

kg

Fs

kg Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

0 17.02 19.02 -5.23 -24.99 -568.4 109.5 13.360 17.02 19.02 24.25 -7.96 -176.9 -568.7 13.3

120 34.05 0.00 29.49 17.02 397.8 -689.1 0.0180 17.02 19.02 5.23 24.99 581.0 -131.2 -13.3240 17.02 19.02 -24.25 7.96 189.4 547.0 -13.3300 34.05 0.00 -29.49 -17.02 -385.3 667.3 0.0

TMA 0.28x0.155x0.10 - Elevation 23 - From Leg C Wind

Azimuth

Fa

kg

Fs

kg Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

0 17.02 19.02 5.23 -24.99 -568.4 -109.5 -13.360 34.05 0.00 29.49 -17.02 -385.3 -667.3 0.0

120 17.02 19.02 24.25 7.96 189.4 -547.0 13.3180 17.02 19.02 -5.23 24.99 581.0 131.2 13.3240 34.05 0.00 -29.49 17.02 397.8 689.1 0.0300 17.02 19.02 -24.25 -7.96 -176.9 568.7 -13.3

Discrete Appurtenance Totals - No Ice

Wind Azimuth

Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

0 0.00 -1330.36 -30421.3 0.0 0.060 1152.13 -665.18 -15210.7 -26345.6 0.0

120 1152.13 665.18 15210.7 -26345.6 0.0180 0.00 1330.36 30421.3 0.0 0.0240 -1152.13 665.18 15210.7 26345.6 0.0300 -1152.13 -665.18 -15210.7 26345.6 0.0





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:


Discrete Appurtenance Pressures - Service GH = 1.180


Weight

kg

Offsetx

m

Offsetz

m

z

m

Kz qz

kPa

CAAC Front

m2 CAAC Side m2

Torque Arm Face C 180.00 0.00 0.00 0.28 21.10 1.236 0.38 0.15 0.19Torque Arm Face B 60.00 0.00 0.24 -0.14 21.10 1.236 0.38 0.15 0.19Torque Arm Face A 300.00 0.00 -0.24 -0.14 21.10 1.236 0.38 0.15 0.19Ant 76'' x 10.2'' 0.00 31.50 0.00 -0.85 23.00 1.267 0.39 2.12 1.12Ant 76'' x 10.2'' 120.00 31.50 0.73 0.42 23.00 1.267 0.39 2.12 1.12Ant 76'' x 10.2'' 240.00 31.50 -0.73 0.42 23.00 1.267 0.39 2.12 1.12RRU410x334x176 0.00 72.00 0.00 -0.70 23.00 1.267 0.39 0.58 0.30RRU410x334x176 120.00 72.00 0.60 0.35 23.00 1.267 0.39 0.58 0.30RRU410x334x176 240.00 72.00 -0.60 0.35 23.00 1.267 0.39 0.58 0.30TMA 0.28x0.155x0.10 0.00 18.00 0.00 -0.70 23.00 1.267 0.39 0.18 0.12TMA 0.28x0.155x0.10 120.00 18.00 0.60 0.35 23.00 1.267 0.39 0.18 0.12TMA 0.28x0.155x0.10 240.00 18.00 -0.60 0.35 23.00 1.267 0.39 0.18 0.12 Sum

Weight: 364.50

Discrete Appurtenance Vectors - Service

Torque Arm Face C - Elevation 21.097 - From Centroid-Face C Wind

Azimuth

Fa

kg

Fs

kg Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

0 6.83 0.00 0.00 -6.83 -144.0 0.0 0.060 3.41 7.51 7.51 -3.41 -72.0 -158.5 2.1

120 3.41 7.51 7.51 3.41 72.0 -158.5 2.1180 6.83 0.00 0.00 6.83 144.0 0.0 0.0240 3.41 7.51 -7.51 3.41 72.0 158.5 -2.1300 3.41 7.51 -7.51 -3.41 -72.0 158.5 -2.1

Torque Arm Face B - Elevation 21.097 - From Centroid-Face B Wind

Azimuth

Fa

kg

Fs

kg Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

0 3.41 7.51 -0.80 -8.21 -173.3 16.9 2.160 6.83 0.00 5.91 -3.41 -72.0 -124.7 0.0

120 3.41 7.51 6.71 4.80 101.3 -141.6 -2.1180 3.41 7.51 0.80 8.21 173.3 -16.9 -2.1240 6.83 0.00 -5.91 3.41 72.0 124.7 0.0300 3.41 7.51 -6.71 -4.80 -101.3 141.6 2.1


Azimuth

Fa

kg

Fs

kg Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

0 3.41 7.51 0.80 -8.21 -173.3 -16.9 -2.160 3.41 7.51 6.71 -4.80 -101.3 -141.6 -2.1

120 6.83 0.00 5.91 3.41 72.0 -124.7 0.0180 3.41 7.51 -0.80 8.21 173.3 16.9 2.1





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:



Azimuth

Fa

kg

Fs

kg Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

240 3.41 7.51 -6.71 4.80 101.3 141.6 2.1300 6.83 0.00 -5.91 -3.41 -72.0 124.7 0.0


Azimuth

Fa

kg

Fs

kg Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

0 99.12 0.00 0.00 -99.12 -2306.4 0.0 0.060 49.56 45.11 45.11 -49.56 -1166.6 -1037.6 -38.2

120 49.56 45.11 45.11 49.56 1113.2 -1037.6 -38.2180 99.12 0.00 0.00 99.12 2253.0 0.0 0.0240 49.56 45.11 -45.11 49.56 1113.2 1037.6 38.2300 49.56 45.11 -45.11 -49.56 -1166.6 1037.6 38.2

Ant 76'' x 10.2'' - Elevation 23 - From Leg B Wind

Azimuth

Fa

kg

Fs

kg Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

0 49.56 45.11 -20.36 -63.85 -1455.2 445.2 38.260 49.56 45.11 65.48 -14.29 -315.3 -1529.1 38.2

120 99.12 0.00 85.84 49.56 1153.2 -1997.4 0.0180 49.56 45.11 20.36 63.85 1481.9 -491.5 -38.2240 49.56 45.11 -65.48 14.29 342.0 1482.8 -38.2300 99.12 0.00 -85.84 -49.56 -1126.5 1951.2 0.0

Ant 76'' x 10.2'' - Elevation 23 - From Leg C Wind

Azimuth

Fa

kg

Fs

kg Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

0 49.56 45.11 20.36 -63.85 -1455.2 -445.2 -38.260 99.12 0.00 85.84 -49.56 -1126.5 -1951.2 0.0

120 49.56 45.11 65.48 14.29 342.0 -1482.8 38.2180 49.56 45.11 -20.36 63.85 1481.9 491.5 38.2240 99.12 0.00 -85.84 49.56 1153.2 1997.4 0.0300 49.56 45.11 -65.48 -14.29 -315.3 1529.1 -38.2

RRU410x334x176 - Elevation 23 - From Leg A Wind

Azimuth

Fa

kg

Fs

kg Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

0 26.86 0.00 0.00 -26.86 -667.9 0.0 0.060 13.43 12.26 12.26 -13.43 -359.1 -281.9 -8.5

120 13.43 12.26 12.26 13.43 258.6 -281.9 -8.5180 26.86 0.00 0.00 26.86 567.5 0.0 0.0240 13.43 12.26 -12.26 13.43 258.6 281.9 8.5300 13.43 12.26 -12.26 -13.43 -359.1 281.9 8.5

RRU410x334x176 - Elevation 23 - From Leg B





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:


Wind Azimuth

Fa

kg

Fs

kg Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

0 13.43 12.26 -5.50 -17.33 -373.5 83.0 8.560 13.43 12.26 17.76 -3.90 -64.6 -451.9 8.5

120 26.86 0.00 23.26 13.43 334.0 -578.5 0.0180 13.43 12.26 5.50 17.33 423.7 -170.0 -8.5240 13.43 12.26 -17.76 3.90 114.8 364.9 -8.5300 26.86 0.00 -23.26 -13.43 -283.8 491.5 0.0

RRU410x334x176 - Elevation 23 - From Leg C Wind

Azimuth

Fa

kg

Fs

kg Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

0 13.43 12.26 5.50 -17.33 -373.5 -83.0 -8.560 26.86 0.00 23.26 -13.43 -283.8 -491.5 0.0

120 13.43 12.26 17.76 3.90 114.8 -364.9 8.5180 13.43 12.26 -5.50 17.33 423.7 170.0 8.5240 26.86 0.00 -23.26 13.43 334.0 578.5 0.0300 13.43 12.26 -17.76 -3.90 -64.6 451.9 -8.5

TMA 0.28x0.155x0.10 - Elevation 23 - From Leg A Wind

Azimuth

Fa

kg

Fs

kg Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

0 8.51 0.00 0.00 -8.51 -208.3 0.0 0.060 4.26 4.76 4.76 -4.26 -110.4 -109.4 -3.3

120 4.26 4.76 4.76 4.26 85.3 -109.4 -3.3180 8.51 0.00 0.00 8.51 183.2 0.0 0.0240 4.26 4.76 -4.76 4.26 85.3 109.4 3.3300 4.26 4.76 -4.76 -4.26 -110.4 109.4 3.3

TMA 0.28x0.155x0.10 - Elevation 23 - From Leg B Wind

Azimuth

Fa

kg

Fs

kg Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

0 4.26 4.76 -1.31 -6.25 -137.4 19.2 3.360 4.26 4.76 6.06 -1.99 -39.5 -150.3 3.3

120 8.51 0.00 7.37 4.26 104.2 -180.4 0.0180 4.26 4.76 1.31 6.25 150.0 -41.0 -3.3240 4.26 4.76 -6.06 1.99 52.1 128.6 -3.3300 8.51 0.00 -7.37 -4.26 -91.6 158.7 0.0

TMA 0.28x0.155x0.10 - Elevation 23 - From Leg C Wind

Azimuth

Fa

kg

Fs

kg Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

0 4.26 4.76 1.31 -6.25 -137.4 -19.2 -3.360 8.51 0.00 7.37 -4.26 -91.6 -158.7 0.0

120 4.26 4.76 6.06 1.99 52.1 -128.6 3.3180 4.26 4.76 -1.31 6.25 150.0 41.0 3.3240 8.51 0.00 -7.37 4.26 104.2 180.4 0.0300 4.26 4.76 -6.06 -1.99 -39.5 150.3 -3.3





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:


Discrete Appurtenance Totals - Service

Wind

Azimuth

Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

0 0.00 -332.59 -7605.3 0.0 0.060 288.03 -166.30 -3802.7 -6586.4 0.0

120 288.03 166.30 3802.7 -6586.4 0.0180 0.00 332.59 7605.3 0.0 0.0240 -288.03 166.30 3802.7 6586.4 0.0300 -288.03 -166.30 -3802.7 6586.4 0.0

Dish Pressures - No Ice

Elevation m

Dish Description

Aiming Azimuth

Weight

kg Offsetx

m Offsetz

m Kz

AA m2

qz kPa

15.00 P2-122E 120.00 11.34 0.43 0.25 1.121 0.29 1.37 Sum

Weight: 11.34

Dish Vectors - No Ice

P2-122E - Elevation 15 - From Leg B Wind

Azimuth

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

0 0.004220 0.000620 -0.000223 79.03 11.61 -100.23 -62.64 -49.57 -740.7 934.6 3.260 -0.001170 0.001170 0.000366 -21.91 21.91 164.50 29.93 -8.02 -117.5 -453.8 15.1

120 -0.002700 0.000000 0.000000 -50.56 0.00 0.00 43.79 25.28 382.0 -661.7 0.0180 -0.001170 -0.001170 -0.000366 -21.91 -21.91 -164.50 8.02 29.93 451.8 -125.2 -15.1240 0.004220 -0.000620 0.000223 79.03 -11.61 100.23 -74.25 -29.46 -439.1 1108.8 -3.2300 0.003970 0.000000 0.000000 74.35 0.00 0.00 -64.39 -37.17 -554.8 960.9 0.0

Dish Totals - No Ice

Wind Azimuth

Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

0 -62.64 -49.57 -740.7 934.6 3.260 29.93 -8.02 -117.5 -453.8 15.1

120 43.79 25.28 382.0 -661.7 0.0180 8.02 29.93 451.8 -125.2 -15.1240 -74.25 -29.46 -439.1 1108.8 -3.2300 -64.39 -37.17 -554.8 960.9 0.0

Dish Pressures - Service





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:


Elevation m

Dish Description

Aiming Azimuth

Weight

kg Offsetx

m Offsetz

m Kz

AA m2

qz kPa

15.00 P2-122E 120.00 11.34 0.43 0.25 1.121 0.29 0.34 Sum

Weight: 11.34

Dish Vectors - Service

P2-122E - Elevation 15 - From Leg B Wind

Azimuth

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

0 0.004220 0.000620 -0.000223 19.76 2.90 -25.06 -15.66 -12.39 -183.1 230.0 0.860 -0.001170 0.001170 0.000366 -5.48 5.48 41.12 7.48 -2.00 -27.3 -117.1 3.8

120 -0.002700 0.000000 0.000000 -12.64 0.00 0.00 10.95 6.32 97.6 -169.1 0.0180 -0.001170 -0.001170 -0.000366 -5.48 -5.48 -41.12 2.00 7.48 115.1 -35.0 -3.8240 0.004220 -0.000620 0.000223 19.76 -2.90 25.06 -18.56 -7.36 -107.7 273.5 -0.8300 0.003970 0.000000 0.000000 18.59 0.00 0.00 -16.10 -9.29 -136.6 236.6 0.0

Dish Totals - Service

Wind Azimuth

Vx

kg Vz

kg OTMx

kg-m

OTMz

kg-m Torque

kg-m

0 -15.66 -12.39 -183.1 230.0 0.860 7.48 -2.00 -27.3 -117.1 3.8

120 10.95 6.32 97.6 -169.1 0.0180 2.00 7.48 115.1 -35.0 -3.8240 -18.56 -7.36 -107.7 273.5 -0.8300 -16.10 -9.29 -136.6 236.6 0.0

Force Totals (Does not include forces on guys)

Load Case

Vertical Forces

kg

Sum of Forces

X kg

Sum of Forces

Z kg

Sum of Torques

kg-m Leg Weight 305.19 Bracing Weight 199.44 Total Member Self-Weight 504.64 Guy Weight 133.07 Total Weight 1129.27 Wind 0 deg - No Ice -62.64 -2406.60 3.2Wind 60 deg - No Ice 2071.18 -1186.54 15.1Wind 120 deg - No Ice 2085.04 1203.80 0.0Wind 180 deg - No Ice 8.02 2386.97 -15.1Wind 240 deg - No Ice -2115.50 1149.06 -3.2Wind 300 deg - No Ice -2105.64 -1215.69 0.0Total Weight 1129.27 Wind 0 deg - Service -15.66 -601.65 0.8Wind 60 deg - Service 517.80 -296.63 3.8Wind 120 deg - Service 521.26 300.95 0.0Wind 180 deg - Service 2.00 596.74 -3.8





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:


Load Case

Vertical Forces

kg

Sum of Forces

X kg

Sum of Forces

Z kg

Sum of Torques

kg-m Wind 240 deg - Service -528.87 287.26 -0.8Wind 300 deg - Service -526.41 -303.92 0.0

Load Combinations Comb.

No. Description

1 Dead Only 2 Dead+Wind 0 deg - No Ice+Guy 3 Dead+Wind 60 deg - No Ice+Guy 4 Dead+Wind 120 deg - No Ice+Guy 5 Dead+Wind 180 deg - No Ice+Guy 6 Dead+Wind 240 deg - No Ice+Guy 7 Dead+Wind 300 deg - No Ice+Guy 8 Dead+Wind 0 deg - Service+Guy 9 Dead+Wind 60 deg - Service+Guy 10 Dead+Wind 120 deg - Service+Guy 11 Dead+Wind 180 deg - Service+Guy 12 Dead+Wind 240 deg - Service+Guy 13 Dead+Wind 300 deg - Service+Guy

Maximum Member Forces Section

No. Elevation

m Component

Type Condition Gov.

Load Comb.

Force

kg

Major Axis Moment

kg-m

Minor Axis Moment

kg-m T1 24 - 18 Leg Max Tension 5 6485.29 -0.6 -36.8

Max. Compression 6 -8529.00 15.5 -8.8 Max. Mx 7 -3662.27 51.5 17.0 Max. My 5 -3655.08 -11.0 -53.2 Max. Vy 6 -186.81 4.9 -1.0 Max. Vx 2 -214.81 -1.6 4.7 Diagonal Max Tension 3 1153.58 0.0 0.0 Max. Compression 2 -1155.17 0.0 0.0 Max. Mx 6 1101.92 0.0 0.0 Max. My 2 2.41 0.0 -0.0 Max. Vy 6 -0.17 0.0 0.0 Max. Vx 2 0.00 0.0 0.0 Horizontal Max Tension 5 1263.85 0.0 0.0 Max. Compression 2 -1108.84 0.0 0.0 Max. Mx 1 113.92 0.0 0.0 Max. My 2 147.70 0.0 -0.0 Max. Vy 1 -0.17 0.0 0.0 Max. Vx 2 0.00 0.0 0.0 Top Girt Max Tension 3 4.24 0.0 0.0 Max. Compression 2 -4.30 0.0 0.0 Max. Mx 1 -0.03 0.0 0.0 Max. My 2 1.07 0.0 -0.0 Max. Vy 1 -0.17 0.0 0.0 Max. Vx 2 0.00 0.0 0.0 Bottom Girt Max Tension 2 167.72 0.0 0.0





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:


Section No.

Elevation m

Component Type

Condition Gov. Load

Comb.

Force

kg

Major Axis Moment

kg-m

Minor Axis Moment

kg-m Max. Compression 1 0.00 0.0 0.0 Max. Mx 1 95.58 0.0 0.0 Max. My 2 167.72 0.0 -0.0 Max. Vy 1 -0.17 0.0 0.0 Max. Vx 2 0.00 0.0 0.0 Guy A Bottom Tension 5 1883.86 Top Tension 5 1892.33 Top Cable Vert 5 1556.99 Top Cable Norm 5 1075.50 Top Cable Tan 5 0.38 Bot Cable Vert 5 -1529.52 Bot Cable Norm 5 1099.77 Bot Cable Tan 5 0.59 Guy B Bottom Tension 7 1894.68 Top Tension 7 1903.15 Top Cable Vert 7 1565.81 Top Cable Norm 7 1081.77 Top Cable Tan 7 0.41 Bot Cable Vert 7 -1538.34 Bot Cable Norm 7 1106.04 Bot Cable Tan 7 0.56 Guy C Bottom Tension 3 1901.98 Top Tension 3 1910.46 Top Cable Vert 3 1571.77 Top Cable Norm 3 1086.00 Top Cable Tan 3 0.43 Bot Cable Vert 3 -1544.30 Bot Cable Norm 3 1110.27 Bot Cable Tan 3 0.54 Torque Arm Top Max Tension 5 1707.61 0.0 0.0 Max. Compression 6 -204.96 0.0 0.0 Max. Mx 12 691.80 -0.1 0.0 Max. My 2 1143.19 0.0 0.0 Max. Vy 2 0.94 0.0 0.0 Max. Vx 2 -0.00 0.0 0.0 Torque Arm Bottom Max Tension 1 0.00 0.0 0.0 Max. Compression 6 -1715.35 0.0 0.0 Max. Mx 2 -544.70 -0.2 0.0 Max. My 2 -915.69 0.0 0.0 Max. Vy 2 0.97 0.0 0.0 Max. Vx 2 -0.03 0.0 0.0

T2 18 - 12 Leg Max Tension 3 3726.76 -12.6 7.5 Max. Compression 6 -8529.42 23.4 -5.4 Max. Mx 6 638.09 27.2 -12.2 Max. My 2 810.21 -2.9 30.0 Max. Vy 4 -132.26 -16.4 -6.6 Max. Vx 2 143.56 2.9 17.4 Diagonal Max Tension 5 105.56 0.0 0.0 Max. Compression 2 -495.09 0.0 0.0 Max. Mx 6 -411.10 0.0 0.0 Max. My 2 -227.40 0.0 -0.0 Max. Vy 6 -0.17 0.0 0.0 Max. Vx 2 0.00 0.0 0.0 Horizontal Max Tension 3 345.74 0.0 0.0 Max. Compression 6 -147.73 0.0 0.0 Max. Mx 1 112.39 0.0 0.0 Max. My 2 147.71 0.0 -0.0 Max. Vy 1 -0.17 0.0 0.0 Max. Vx 2 0.00 0.0 0.0 Top Girt Max Tension 6 494.25 0.0 0.0 Max. Compression 1 0.00 0.0 0.0





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:


Section No.

Elevation m

Component Type

Condition Gov. Load

Comb.

Force

kg

Major Axis Moment

kg-m

Minor Axis Moment

kg-m Max. Mx 1 299.95 0.0 0.0 Max. My 2 215.96 0.0 -0.0 Max. Vy 1 -0.17 0.0 0.0 Max. Vx 2 0.00 0.0 0.0 Bottom Girt Max Tension 5 447.06 0.0 0.0 Max. Compression 1 0.00 0.0 0.0 Max. Mx 1 346.73 0.0 0.0 Max. My 2 384.11 0.0 0.0 Max. Vy 1 -0.17 0.0 0.0 Max. Vx 2 -0.00 0.0 0.0 Guy A Bottom Tension 5 828.13 Top Tension 5 832.91 Top Cable Vert 5 526.08 Top Cable Norm 5 645.74 Top Cable Tan 5 0.03 Bot Cable Vert 5 -508.72 Bot Cable Norm 5 653.45 Bot Cable Tan 5 0.03 Guy A Bottom Tension 5 1225.48 Top Tension 5 1232.60 Top Cable Vert 5 951.93 Top Cable Norm 5 783.03 Top Cable Tan 5 0.03 Bot Cable Vert 5 -927.99 Bot Cable Norm 5 800.39 Bot Cable Tan 5 0.03 Guy B Bottom Tension 7 851.43 Top Tension 7 856.21 Top Cable Vert 7 540.58 Top Cable Norm 7 663.98 Top Cable Tan 7 0.06 Bot Cable Vert 7 -523.22 Bot Cable Norm 7 671.69 Bot Cable Tan 7 0.06 Guy B Bottom Tension 7 1241.46 Top Tension 7 1248.58 Top Cable Vert 7 964.13 Top Cable Norm 7 793.35 Top Cable Tan 7 0.07 Bot Cable Vert 7 -940.19 Bot Cable Norm 7 810.71 Bot Cable Tan 7 0.07 Guy C Bottom Tension 3 827.67 Top Tension 3 832.45 Top Cable Vert 3 525.80 Top Cable Norm 3 645.38 Top Cable Tan 3 0.09 Bot Cable Vert 3 -508.43 Bot Cable Norm 3 653.09 Bot Cable Tan 3 0.09 Guy C Bottom Tension 3 1225.00 Top Tension 3 1232.12 Top Cable Vert 3 951.56 Top Cable Norm 3 782.72 Top Cable Tan 3 0.10 Bot Cable Vert 3 -927.62 Bot Cable Norm 3 800.08 Bot Cable Tan 3 0.10

T3 12 - 6 Leg Max Tension 1 0.00 0.0 0.0 Max. Compression 4 -4915.61 3.5 -7.3 Max. Mx 3 -3092.94 -12.9 2.5





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:


Section No.

Elevation m

Component Type

Condition Gov. Load

Comb.

Force

kg

Major Axis Moment

kg-m

Minor Axis Moment

kg-m Max. My 5 -3093.25 5.6 -12.4 Max. Vy 4 -131.70 -3.8 -0.7 Max. Vx 2 142.88 1.6 3.7 Diagonal Max Tension 1 0.00 0.0 0.0 Max. Compression 6 -495.14 0.0 0.0 Max. Mx 2 -471.52 0.0 0.0 Max. My 3 -60.70 0.0 -0.0 Max. Vy 2 -0.17 0.0 0.0 Max. Vx 3 0.00 0.0 0.0 Horizontal Max Tension 6 278.96 0.0 0.0 Max. Compression 4 -85.14 0.0 0.0 Max. Mx 1 148.03 0.0 0.0 Max. My 2 265.08 0.0 0.0 Max. Vy 1 -0.17 0.0 0.0 Max. Vx 2 -0.00 0.0 0.0 Top Girt Max Tension 6 212.87 0.0 0.0 Max. Compression 1 0.00 0.0 0.0 Max. Mx 1 110.27 0.0 0.0 Max. My 2 207.30 0.0 0.0 Max. Vy 1 -0.17 0.0 0.0 Max. Vx 2 -0.00 0.0 0.0 Bottom Girt Max Tension 6 484.84 0.0 0.0 Max. Compression 1 0.00 0.0 0.0 Max. Mx 12 394.57 0.0 0.0 Max. Vy 12 -0.17 0.0 0.0 Max. Vx 2 -0.00 0.0 0.0 Guy A Bottom Tension 5 862.31 Top Tension 5 864.66 Top Cable Vert 5 319.56 Top Cable Norm 5 803.44 Top Cable Tan 5 0.03 Bot Cable Vert 5 -309.80 Bot Cable Norm 5 804.74 Bot Cable Tan 5 0.03 Guy B Bottom Tension 7 864.69 Top Tension 7 867.04 Top Cable Vert 7 320.43 Top Cable Norm 7 805.66 Top Cable Tan 7 0.04 Bot Cable Vert 7 -310.66 Bot Cable Norm 7 806.96 Bot Cable Tan 7 0.04 Guy C Bottom Tension 3 862.17 Top Tension 3 864.52 Top Cable Vert 3 319.51 Top Cable Norm 3 803.31 Top Cable Tan 3 0.06 Bot Cable Vert 3 -309.75 Bot Cable Norm 3 804.61 Bot Cable Tan 3 0.06

T4 6 - 0 Leg Max Tension 1 0.00 0.0 0.0 Max. Compression 3 -3586.23 1.2 -0.8 Max. Mx 6 -3317.27 12.0 -1.2 Max. My 2 -3326.59 -0.0 -11.9 Max. Vy 6 -148.37 12.0 -1.2 Max. Vx 5 149.12 -3.7 -11.8 Diagonal Max Tension 1 0.00 0.0 0.0 Max. Compression 6 -410.98 0.0 0.0 Max. Mx 3 -91.94 0.0 0.0 Max. My 3 -231.97 0.0 -0.0 Max. Vy 3 -0.17 0.0 0.0





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:


Section No.

Elevation m

Component Type

Condition Gov. Load

Comb.

Force

kg

Major Axis Moment

kg-m

Minor Axis Moment

kg-m Max. Vx 3 0.00 0.0 0.0 Horizontal Max Tension 5 230.52 0.0 0.0 Max. Compression 3 -62.12 0.0 0.0 Max. Mx 1 121.94 0.0 0.0 Max. My 3 133.80 0.0 -0.0 Max. Vy 1 -0.17 0.0 0.0 Max. Vx 3 0.00 0.0 0.0 Top Girt Max Tension 6 182.91 0.0 0.0 Max. Compression 1 0.00 0.0 0.0 Max. Mx 1 118.70 0.0 0.0 Max. Vy 1 -0.17 0.0 0.0 Max. Vx 2 -0.00 0.0 0.0 Bottom Girt Max Tension 6 68.58 0.0 0.0 Max. Compression 1 0.00 0.0 0.0 Max. Mx 1 42.09 0.0 0.0 Max. Vy 1 -0.17 0.0 0.0 Base Beam Max Tension 6 116.06 -666.0 18.8 Max. Compression 1 0.00 0.0 0.0 Max. Mx 4 -3396.87 -674.2 18.8 Max. My 5 -3075.52 -616.4 22.1 Max. Vy 2 -3397.70 -674.1 18.2 Max. Vx 5 112.09 -616.4 22.1

Maximum Reactions

Location Condition Gov. Load

Comb.

Vertical kg

Horizontal, X kg

Horizontal, Z kg

Guy C @ 15 m Elev 0.3 m

Azimuth 240 deg Max. Vert 6 -941.99 -1075.62 620.89

Max. Hx 6 -941.99 -1075.62 620.89 Max. Hz 3 -4759.75 -3832.69 2210.72 Min. Vert 3 -4759.75 -3832.69 2210.72 Min. Hx 3 -4759.75 -3832.69 2210.72 Min. Hz 6 -941.99 -1075.62 620.89

Guy B @ 15 m Elev 0.3 m

Azimuth 120 deg Max. Vert 4 -941.64 1075.33 621.04

Max. Hx 7 -4790.62 3860.03 2230.21 Max. Hz 7 -4790.62 3860.03 2230.21 Min. Vert 7 -4790.62 3860.03 2230.21 Min. Hx 4 -941.64 1075.33 621.04 Min. Hz 4 -941.64 1075.33 621.04

Guy A @ 15 m Elev 0.3 m

Azimuth 0 deg Max. Vert 2 -942.10 0.24 -1242.03

Max. Hx 6 -3973.48 83.88 -3733.43 Max. Hz 2 -942.10 0.24 -1242.03 Min. Vert 5 -4760.12 0.99 -4425.11 Min. Hx 4 -4009.84 -81.06 -3773.33 Min. Hz 5 -4760.12 0.99 -4425.11

Mast Max. Vert 4 10109.20 -102.07 -56.61 Max. Hx 6 10107.17 98.19 -63.30 Max. Hz 2 10107.53 -1.69 116.69 Max. Mx 1 0.0 -0.04 -0.02 Max. Mz 1 0.0 -0.04 -0.02





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:


Location Condition Gov. Load

Comb.

Vertical kg

Horizontal, X kg

Horizontal, Z kg

Max. Torsion 6 46.5 98.19 -63.30 Min. Vert 1 8197.51 -0.04 -0.02 Min. Hx 4 10109.20 -102.07 -56.61 Min. Hz 5 9297.91 -0.97 -113.33 Min. Mx 1 0.0 -0.04 -0.02 Min. Mz 1 0.0 -0.04 -0.02 Min. Torsion 9 35.4 -24.26 14.46

Tower Mast Reaction Summary

Load Combination

Vertical

kg Shearx

kg

Shearz

kg Overturning Moment, Mx

kg-m Overturning Moment, Mz

kg-m Torque

kg-m

Dead Only 8197.51 0.04 0.02 0.0 0.0 -36.3Dead+Wind 0 deg - No Ice+Guy

10107.53 1.69 -116.69 0.0 0.0 -44.3Dead+Wind 60 deg - No Ice+Guy

9296.86 97.35 -58.18 0.0 0.0 -36.5Dead+Wind 120 deg - No Ice+Guy

10109.20 102.07 56.61 0.0 0.0 -45.4Dead+Wind 180 deg - No Ice+Guy

9297.91 0.97 113.33 0.0 0.0 -45.1Dead+Wind 240 deg - No Ice+Guy

10107.17 -98.19 63.30 0.0 0.0 -46.5Dead+Wind 300 deg - No Ice+Guy

9303.54 -96.60 -54.15 0.0 0.0 -40.8Dead+Wind 0 deg - Service+Guy

8226.65 0.64 -28.02 0.0 0.0 -36.2Dead+Wind 60 deg - Service+Guy

8227.06 24.26 -14.46 0.0 0.0 -35.4Dead+Wind 120 deg - Service+Guy

8226.73 24.41 13.85 0.0 0.0 -36.4Dead+Wind 180 deg - Service+Guy

8227.90 0.25 28.23 0.0 0.0 -37.5Dead+Wind 240 deg - Service+Guy

8226.83 -23.73 14.94 0.0 0.0 -36.7Dead+Wind 300 deg - Service+Guy

8227.52 -24.02 -13.53 0.0 0.0 -36.4

Solution Summary

Load Comb.

Sum of Applied Forces Sum of Reactions % Error PX

kg PY kg

PZ kg

PX kg

PY kg

PZ kg

1 0.00 -1129.25 0.00 -0.00 1129.22 -0.00 0.003% 2 -62.64 -1147.84 -2789.67 62.63 1147.83 2789.73 0.002% 3 2402.92 -1110.67 -1378.07 -2402.85 1110.67 1377.90 0.006% 4 2416.78 -1147.84 1395.33 -2416.84 1147.83 -1395.37 0.002% 5 8.02 -1110.67 2770.03 -8.03 1110.67 -2769.82 0.007% 6 -2447.24 -1147.84 1340.59 2447.30 1147.83 -1340.62 0.002% 7 -2437.38 -1110.67 -1407.22 2437.19 1110.67 1407.09 0.008% 8 -15.66 -1133.90 -697.42 15.66 1133.90 697.43 0.001% 9 600.73 -1124.61 -344.52 -600.71 1124.61 344.50 0.002% 10 604.20 -1133.90 348.83 -604.18 1133.90 -348.83 0.001%





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:


Load

Comb.

Sum of Applied Forces Sum of Reactions % Error PX

kg PY kg

PZ kg

PX kg

PY kg

PZ kg

11 2.00 -1124.61 692.51 -2.00 1124.61 -692.48 0.002% 12 -611.81 -1133.90 335.15 611.82 1133.90 -335.16 0.001% 13 -609.34 -1124.61 -351.81 609.31 1124.61 351.79 0.003%

Non-Linear Convergence Results

Load Combination

Converged? Number of Cycles

Displacement Tolerance

Force Tolerance

1 Yes 7 0.00000001 0.00006008 2 Yes 15 0.00000001 0.00007507 3 Yes 11 0.00000001 0.00008815 4 Yes 15 0.00000001 0.00007526 5 Yes 11 0.00000001 0.00008679 6 Yes 15 0.00000001 0.00007497 7 Yes 11 0.00000001 0.00008619 8 Yes 9 0.00000001 0.00006900 9 Yes 9 0.00000001 0.00007565 10 Yes 9 0.00000001 0.00007378 11 Yes 9 0.00000001 0.00007585 12 Yes 9 0.00000001 0.00006811 13 Yes 9 0.00000001 0.00007294

Maximum Tower Deflections - Service Wind

Section No.

Elevation

m

Horz. Deflection

mm

Gov. Load

Comb.

Tilt

Twist

T1 24 - 18 25 9 0.25 0.21 T2 18 - 12 5 13 0.10 0.30 T3 12 - 6 1 13 0.01 0.35 T4 6 - 0 1 13 0.00 0.22

Critical Deflections and Radius of Curvature - Service Wind

Elevation

m

Appurtenance Gov. Load

Comb.

Deflection

mm

Tilt

Twist

Radius of Curvature

m 23.00 (3) Ant 76'' x 10.2'' 9 21 0.23 0.23 5672 21.36 Guy 13 15 0.18 0.25 3278 17.90 Guy 13 5 0.10 0.30 1575 15.00 P2-122E 13 1 0.04 0.34 2868 12.10 Guy 13 1 0.01 0.35 27052 6.10 Guy 13 1 0.00 0.22 26950





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:


Maximum Tower Deflections - Design Wind

Section No.

Elevation

m

Horz. Deflection

mm

Gov. Load

Comb.

Tilt

Twist

T1 24 - 18 153 4 1.36 0.42 T2 18 - 12 35 4 0.67 0.54 T3 12 - 6 5 7 0.08 0.56 T4 6 - 0 4 7 0.01 0.32

Critical Deflections and Radius of Curvature - Design Wind

Elevation

m

Appurtenance Gov. Load

Comb.

Deflection

mm

Tilt

Twist

Radius of Curvature

m 23.00 (3) Ant 76'' x 10.2'' 4 130 1.25 0.44 1129 21.36 Guy 4 94 1.06 0.47 653 17.90 Guy 4 34 0.66 0.54 311 15.00 P2-122E 6 10 0.33 0.57 502 12.10 Guy 7 5 0.09 0.56 1551 6.10 Guy 7 4 0.01 0.33 5960

Bolt Design Data

Section No.

Elevation

m

Component Type

Bolt Grade

Bolt Size

mm

NumberOf

Bolts

MaximumLoad per

Bolt kg

AllowableLoad

kg Ratio Load

Allowable

Allowable Ratio

Criteria

T1 24 Leg A325X 13 4 0.00 3918.76 0.000 1.333 Bolt Tension Torque Arm

[email protected] A325X 16 1 1707.61 3699.61 0.462 1.333 Member Bearing

Torque Arm [email protected]

A325X 16 1 1715.35 4174.81 0.411 1.333 Bolt Shear T2 18 Leg A325X 13 4 931.69 3918.37 0.238 1.333 Bolt Tension T3 12 Leg A325X 13 4 0.00 3918.00 0.000 1.333 Bolt Tension T4 6 Leg A325X 13 4 0.00 3918.17 0.000 1.333 Bolt Tension

Guy Design Data Section

No. Elevation

m

Size

Initial Tension

kg

Breaking Load

kg

Actual T kg

Allowable Ta kg

Required S.F.

Actual S.F.

T1 21.36 (A)

(430) 10 EHS 698.53 6985.31 1836.62 3492.66 2.000 3.803

21.36 (A) (431)

10 EHS 698.53 6985.31 1892.33 3492.66 2.000 3.691 21.36 (B) (424) 10 EHS 698.53 6985.31 1829.39 3492.66 2.000 3.818





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:


Section No.

Elevation

m

Size

Initial Tension

kg

Breaking Load

kg

Actual T kg

Allowable Ta kg

Required S.F.

Actual S.F.

21.36 (B) (425) 10 EHS 698.53 6985.31 1903.16 3492.66 2.000 3.670 21.36 (C) (418) 10 EHS 698.53 6985.31 1818.91 3492.66 2.000 3.840 21.36 (C) (419) 10 EHS 698.53 6985.31 1910.45 3492.66 2.000 3.656

T2 12.10 (A) (414)

10 EHS 698.53 6985.31 832.91 3492.66 2.000 8.387 12.10 (B) (413) 10 EHS 698.53 6985.31 856.21 3492.66 2.000 8.158 12.10 (C) (412) 10 EHS 698.53 6985.31 832.45 3492.66 2.000 8.391 17.90 (A)

(417) 10 EHS 698.53 6985.31 1232.60 3492.66 2.000 5.667

17.90 (B) (416) 10 EHS 698.53 6985.31 1248.58 3492.66 2.000 5.595 17.90 (C) (415) 10 EHS 698.53 6985.31 1232.12 3492.66 2.000 5.669

T3 6.10 (A) (411) 10 EHS 698.53 6985.31 864.66 3492.66 2.000 8.079 6.10 (B) (410) 10 EHS 698.53 6985.31 867.04 3492.66 2.000 8.056 6.10 (C) (409) 10 EHS 698.53 6985.31 864.52 3492.66 2.000 8.080

Compression Checks

Leg Design Data (Compression)

Section No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

T1 24 - 18 Pipe 60.2x3mm 6.00 0.36 17.9 K=1.00

142896 540 -8528.99 7869.06 1.084

T2 18 - 12 Pipe 60.2x3mm 6.00 0.36 17.9 K=1.00

142896 540 -8529.04 7869.06 1.084

T3 12 - 6 Pipe 60.2x3mm 6.00 0.36 17.9 K=1.00

142896 540 -4915.22 7869.06 0.625

T4 6 - 0 Pipe 60.2x3mm 6.00 0.36 17.9 K=1.00

142896 540 -3586.22 7869.06 0.456

Diagonal Design Data (Compression)

Section No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

T1 24 - 18 13 0.50 0.41 90.6 K=0.70

103753 127 -1155.17 1340.23 0.862

T2 18 - 12 13 0.50 0.41 90.6 K=0.70

103753 127 -495.09 1340.23 0.369

T3 12 - 6 13 0.50 0.41 90.6 K=0.70

103753 127 -495.15 1340.23 0.369

T4 6 - 0 13 0.50 0.41 90.6 103753 127 -410.98 1340.23 0.307





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:


Section No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

K=0.70

Horizontal Design Data (Compression)

Section No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

T1 24 - 18 13 0.34 0.28 89.9 K=1.01

98056 127 -1108.84 1266.63 0.875

T2 18 - 12 13 0.34 0.28 89.9 K=1.01

98056 127 -147.73 1266.63 0.117

T3 12 - 6 13 0.34 0.28 89.9 K=1.01

98056 127 -85.14 1266.63 0.067

T4 6 - 0 13 0.34 0.28 89.9 K=1.01

98056 127 -47.33 1266.63 0.037*

* DL controls

Top Girt Design Data (Compression)

Section No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

T1 24 - 18 13 0.34 0.28 89.9 K=1.01

98056 127 -4.30 1266.63 0.003

Torque-Arm Top Design Data

Section No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

T1 24 - 18 (420) L51x51x6 0.40 0.37 36.9 K=1.00

134004 605 -204.96 8269.26 0.025

T1 24 - 18 (421) L51x51x6 0.40 0.37 36.9 K=1.00

134004 605 -184.01 8269.26 0.022

T1 24 - 18 (426) L51x51x6 0.40 0.37 36.9 K=1.00

134004 605 -179.91 8269.26 0.022

T1 24 - 18 (427) L51x51x6 0.40 0.37 36.9 K=1.00

134004 605 -203.26 8269.26 0.025

T1 24 - 18 (432) L51x51x6 0.40 0.37 36.9 K=1.00

134004 605 -201.93 8269.26 0.024

T1 24 - 18 (433) L51x51x6 0.40 0.37 36.9 K=1.00

134004 605 -181.82 8269.26 0.022





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:


Torque-Arm Bottom Design Data

Section No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

T1 24 - 18 (422) L51x51x6 0.83 0.76 76.9 K=1.00

108195 605 -1712.17 6676.61 0.256

T1 24 - 18 (423) L51x51x6 0.83 0.76 76.9 K=1.00

108195 605 -1353.66 6676.61 0.203

T1 24 - 18 (428) L51x51x6 0.83 0.76 76.9 K=1.00

108195 605 -1356.55 6676.61 0.203

T1 24 - 18 (429) L51x51x6 0.83 0.76 76.9 K=1.00

108195 605 -1708.37 6676.61 0.256

T1 24 - 18 (434) L51x51x6 0.83 0.76 76.9 K=1.00

108195 605 -1715.35 6676.61 0.257

T1 24 - 18 (435) L51x51x6 0.83 0.76 76.9 K=1.00

108195 605 -1349.80 6676.61 0.202

Tension Checks

Leg Design Data (Tension)

Section No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

T1 24 - 18 Pipe 60.2x3mm 6.00 0.36 17.9 148927 540 6485.28 8201.22 0.791

T2 18 - 12 Pipe 60.2x3mm 6.00 0.36 17.9 148927 540 3726.77 8201.22 0.454

Diagonal Design Data (Tension)

Section No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

T1 24 - 18 13 0.50 0.41 129.4 165474 127 1153.58 2137.50 0.540

T2 18 - 12 13 0.50 0.41 129.4 165474 127 105.56 2137.50 0.049

Horizontal Design Data (Tension)





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:


Section No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

T1 24 - 18 13 0.34 0.28 88.7 148927 127 1263.85 1923.75 0.657

T2 18 - 12 13 0.34 0.28 88.7 148927 127 345.74 1923.75 0.180

T3 12 - 6 13 0.34 0.28 88.7 148927 127 278.96 1923.75 0.145

T4 6 - 0 13 0.34 0.28 88.7 148927 127 230.52 1923.75 0.120

Top Girt Design Data (Tension)

Section No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

T1 24 - 18 13 0.34 0.28 88.7 148927 127 4.24 1923.75 0.002

T2 18 - 12 13 0.34 0.28 88.7 148927 127 494.25 1923.75 0.257

T3 12 - 6 13 0.34 0.28 88.7 148927 127 212.87 1923.75 0.111

T4 6 - 0 13 0.34 0.28 88.7 148927 127 182.91 1923.75 0.095

Bottom Girt Design Data (Tension)

Section No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

T1 24 - 18 13 0.34 0.28 88.7 148927 127 167.72 1923.75 0.087

T2 18 - 12 13 0.34 0.28 88.7 148927 127 346.96 1923.75 0.180*

T3 12 - 6 13 0.34 0.28 88.7 148927 127 402.15 1923.75 0.209*

T4 6 - 0 13 0.34 0.28 88.7 148927 127 68.58 1923.75 0.036

* DL controls

Torque-Arm Top Design Data

Section No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa





Date 22:56:53 01/28/15


Phone: (505) 22668564 FAX:


Section No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

T1 24 - 18 (420) L51x51x6 0.40 0.37 23.7 148927 605 1702.44 9190.15 0.185

T1 24 - 18 (421) L51x51x6 0.40 0.37 23.7 148927 605 1676.33 9190.15 0.182

T1 24 - 18 (426) L51x51x6 0.40 0.37 23.7 148927 605 1681.82 9190.15 0.183

T1 24 - 18 (427) L51x51x6 0.40 0.37 23.7 148927 605 1705.79 9190.15 0.186

T1 24 - 18 (432) L51x51x6 0.40 0.37 23.7 148927 605 1707.61 9190.15 0.186

T1 24 - 18 (433) L51x51x6 0.40 0.37 23.7 148927 605 1680.12 9190.15 0.183

Program Version 5.4.1.5 - 11/3/2014 File:C:/Users/AritaJoaquin/Documents/CPSI/RISATOWER/INSTRUMENTAL/NICARAGUA/2015/ENERO/INS_NIC_CLARO_SAN JOSE DE LOS REMATES_MC TORRE_JA_V00_20150127.eri