' 9LHZ8upload.ir/uploads/f833464999.pdf · TIA/EIA-222 and AISC Specifications. 7. Tower members are "hot dipped" galvanized in accordance with ASTM A123 and ASTM A153 Standards.

3D View

Iran Dakal

Irandakal 34- Oraman st. - Motahari st.

Tehran -Iran Phone: +9842780-108 FAX: +9821-88844272

Job: 18 Meters - G-35 Project: GuyMast Client: Omran Azarestan Co. Drawn by: Erfan KaramiFard App'd:

Code: TIA/EIA-222-F Date: 11/17/19 Scale: NTS Path:

C:\Users\KaramiFard\Desktop\Eng.KaramiFard (IranDakal)\Omran AzarestanMAIN.eri Dwg No. E-1

6 EHS LC=8.4521 m IT=10%

R=6.0000 m

6 EH

S LC

=13.6433 m IT=10%

6 EH

S LC

=19.0536 m

IT=10%

18.3 m

15.3 m

12.3 m

9.3 m

6.3 m

3.3 m

0.3 m

19.3 m

Se

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nT

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2T

3T

4T

5T

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lid 1

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ott

om

Gir

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R s

olid

10

N.A

.S

R s

olid

10

H

ori

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sS

R s

olid

10

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R s

olid

10

N.A

.

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ace

Wid

th (

m)

0.3

5

#

Pa

ne

ls @

(m

)47

@ 0

.38

W

eig

ht

(kg

)25

.625

.625

.625

.625

.625

.61

53

.8

PLANR=6.0000 m R=6.0000 m

R=6.0000 m

R=6.0000 m R=6.0000 m

R=6.0000 m

R=6.0000 m R=6.0000 m

R=6.0000 m

MATERIAL STRENGTHGRADE GRADEFy FyFu Fu

ST37 270000 kPa 360000 kPa A II 300000 kPa 500000 kPa

TOWER DESIGN NOTES1. Tower designed for a 130 kph basic wind in accordance with the TIA/EIA-222-F Standard.2. Tower is also designed for a 113 kph basic wind with 12.70 mm ice.3. Deflections are based upon a 110 kph wind.4. 1.0000 m Lightning catcher is included for load transfer only.5. Weld together tower sections have flange connections.6. Connections use galvanized A325 bolts, nuts and locking devices. Installation per

TIA/EIA-222 and AISC Specifications.7. Tower members are "hot dipped" galvanized in accordance with ASTM A123 and ASTM A153

Standards.8. Welds are fabricated with ER-70S-6 electrodes. Or ER-6013 electrodes

Guyed mast Spot

Guyed mast Spot

Iran Dakal

Irandakal 34- Oraman st. - Motahari st.

Tehran -Iran Phone: +9842780-108 FAX: +9821-88844272

Job: 18 Meters - G-35 Project: GuyMast Client: Omran Azarestan Co. Drawn by: Erfan KaramiFard App'd:

Code: TIA/EIA-222-F Date: 11/17/19 Scale: NTS Path:

C:\Users\KaramiFard\Desktop\Eng.KaramiFard (IranDakal)\Omran AzarestanMAIN.eri Dwg No. E-6

18.3 m

15.3 m

12.3 m

9.3 m

6.3 m

3.3 m

0.3 m

3707 kg (Axial)

20 kg

991 kg

ELEVATION

1772 kg61 deg

991 kg

61 kg

PLAN

2030 kg

6.2 m

12.4 m

18.1 m

6 EHS, SF = 5.04, Tmax = 598.10 kg, Lc = 8.4521 m, Lu = 8.4436 m, Ls = 8.4557 m

R=6.0000 m

6 EHS, SF = 4.11, Tmax = 733.60 kg, Lc = 13.6433 m

, Lu = 13.6290 m, Ls = 13.6539 m

6 EH

S, SF = 4.10, Tm

ax = 735.92 kg, Lc = 19.0536 m, Lu = 19.0338 m

, Ls = 19.0688 m

Guy Tensions and Tower ReactionsTIA/EIA-222-F - 130 kph/113 kph 13 mm Ice

Maximum Values

Anchor 'C'@6 m Azimuth 240 deg Elev 0 m

Plane through centroid of tower

Iran Dakal

Irandakal 34- Oraman st. - Motahari st.

Tehran -Iran Phone: +9842780-108 FAX: +9821-88844272

Job: 18 Meters - G-35 Project: GuyMast Client: Omran Azarestan Co. Drawn by: Erfan KaramiFard App'd:

Code: TIA/EIA-222-F Date: 11/17/19 Scale: NTS Path:

C:\Users\KaramiFard\Desktop\Eng.KaramiFard (IranDakal)\Omran AzarestanMAIN.eri Dwg No. E-5

TIA/EIA-222-F - Service - 110 kph Maximum Values

0

0

5

5

10

10

15

15

20

20

Deflection (mm)

18.2500

15.2500

12.2500

9.2500

6.2500

3.2500

0.2500

Ele

vati

on

(m

)

0

0

0.05

0.05

0.1

0.1

Tilt (deg)0

0

0.5

0.5

1

1

1.5

1.5

Twist (deg)

18.2500

15.2500

12.2500

9.2500

6.2500

3.2500

0.2500

Project: GuyMastJob: 18 Meters - G-35Client: Omran Azarestan Co.

Iran Dakal

Irandakal 34- Oraman st. - Motahari st.

Tehran -Iran Phone: +9842780-108 FAX: +9821-88844272

Job: 18 Meters - G-35 Project: GuyMast Client: Omran Azarestan Co. Drawn by: Erfan KaramiFard App'd:

Code: TIA/EIA-222-F Date: 11/17/19 Scale: NTS Path:

C:\Users\KaramiFard\Desktop\Eng.KaramiFard (IranDakal)\Omran AzarestanMAIN.eri Dwg No. E-7

Feedline Plan0.2500 - 18.2500

Round Flat App In Face App Out Face

Section @ 0.2500

A

BC

Feede

r 50

mm

Section @ 18.2500

A

B

C

Feede

r 50

mm

Iran Dakal

Irandakal 34- Oraman st. - Motahari st.

Tehran -Iran Phone: +9842780-108 FAX: +9821-88844272

Job: 18 Meters - G-35 Project: GuyMast Client: Omran Azarestan Co. Drawn by: Erfan KaramiFard App'd:

Code: TIA/EIA-222-F Date: 11/17/19 Scale: NTS Path:

C:\Users\KaramiFard\Desktop\Eng.KaramiFard (IranDakal)\Omran AzarestanMAIN.eri Dwg No. E-7

Feedline Distribution Chart0.2500 - 18.2500

Round Flat App In Face App Out Face Truss Leg

Face A

15.2500

12.2500

9.2500

6.2500

3.2500

0.2500

18.2500

Ele

vati

on

(m

)

Face B Face C

15.2500

12.2500

9.2500

6.2500

3.2500

0.2500

18.2500

Fe

ed

er

50

mm

Iran Dakal

Irandakal 34- Oraman st. - Motahari st.

Tehran -Iran Phone: +9842780-108 FAX: +9821-88844272

Job: 18 Meters - G-35 Project: GuyMast Client: Omran Azarestan Co. Drawn by: Erfan KaramiFard App'd:

Code: TIA/EIA-222-F Date: 11/17/19 Scale: NTS Path:

C:\Users\KaramiFard\Desktop\Eng.KaramiFard (IranDakal)\Omran AzarestanMAIN.eri Dwg No. E-3

<- Minimum 0 Maximum ->

<- Minimum 0 Maximum ->

-5000

-5000

5000

5000

TIA/EIA-222-F - 130 kph/113 kph 13 mm Ice

Leg Capacity Leg Compression (kg)

18.2500 18.2500

15.2500 15.2500

12.2500 12.2500

9.2500 9.2500

6.2500 6.2500

3.2500 3.2500

0.2500 0.2500

Ele

vati

on

(m

)

Iran Dakal

Irandakal 34- Oraman st. - Motahari st.

Tehran -Iran Phone: +9842780-108 FAX: +9821-88844272

Job: 18 Meters - G-35 Project: GuyMast Client: Omran Azarestan Co. Drawn by: Erfan KaramiFard App'd:

Code: TIA/EIA-222-F Date: 11/17/19 Scale: NTS Path:

C:\Users\KaramiFard\Desktop\Eng.KaramiFard (IranDakal)\Omran AzarestanMAIN.eri Dwg No. E-4

0

0

50

50

100

100

150

150

Global Mast Shear (kg)18.2500

15.2500

12.2500

9.2500

6.2500

3.2500

0.2500

Ele

vati

on

(m

)

0

0

5000

5000

Global Mast Moment (N-m)18.2500

15.2500

12.2500

9.2500

6.2500

3.2500

0.2500

TIA/EIA-222-F - 130 kph/113 kph 13 mm Ice Maximum Values

Vx Vz Mx Mz

Iran Dakal

Irandakal 34- Oraman st. - Motahari st.

Tehran -Iran Phone: +9842780-108 FAX: +9821-88844272

Job: 18 Meters - G-35 Project: GuyMast Client: Omran Azarestan Co. Drawn by: Erfan KaramiFard App'd:

Code: TIA/EIA-222-F Date: 11/17/19 Scale: NTS Path:

C:\Users\KaramiFard\Desktop\Eng.KaramiFard (IranDakal)\Omran AzarestanMAIN.eri Dwg No. E-2

Base Elev=0.2500 m

R=6.0000 m, 240 deg Azimuth (0.0000 m) R=6.0000 m, 120 deg Azimuth (0.0000 m)

R=6.0000 m, 0 deg Azimuth (0.0000 m)

4.5720 4.5720

19.5363

5.1962 5.1962

18

.14

40

4.5

72

04

.57

20

3.0

00

06

.00

00

Plot PlanTotal Area - 0.09 Acres

Iran Dakal

Irandakal 34- Oraman st. - Motahari st.

Tehran -Iran Phone: +9842780-108 FAX: +9821-88844272

Job: 18 Meters - G-35 Project: GuyMast Client: Omran Azarestan Co. Drawn by: Erfan KaramiFard App'd:

Code: TIA/EIA-222-F Date: 11/17/19 Scale: NTS Path:

C:\Users\KaramiFard\Desktop\Eng.KaramiFard (IranDakal)\Omran AzarestanMAIN.eri Dwg No. E-9

Wind Pressures and Ice ThicknessTIA/EIA-222-F - 130 kph/113 kph 13 mm Ice

0

0

1

1

Pressure - No Ice (kPa)

18.2500

15.2500

12.2500

9.2500

6.2500

3.2500

0.2500

Ele

vati

on

(m

)

0

0

1

1

Pressure - Ice (kPa)0

0

25

25

Ice Thickness (mm)

18.2500

15.2500

12.2500

9.2500

6.2500

3.2500

0.2500

Iran Dakal

Irandakal 34- Oraman st. - Motahari st.

Tehran -Iran Phone: +9842780-108 FAX: +9821-88844272

Job: 18 Meters - G-35 Project: GuyMast Client: Omran Azarestan Co. Drawn by: Erfan KaramiFard App'd:

Code: TIA/EIA-222-F Date: 11/17/19 Scale: NTS Path:

C:\Users\KaramiFard\Desktop\Eng.KaramiFard (IranDakal)\Omran AzarestanMAIN.eri Dwg No. E-8

Stress Distribution Chart0.2500 - 18.2500

> 100% 90%-100% 75%-90% 50%-75% < 50% Overstress

Face A Face B Face C

15.2500

12.2500

9.2500

6.2500

3.2500

0.2500

18.2500

Ele

vati

on

(m

)

15.2500

12.2500

9.2500

6.2500

3.2500

0.2500

18.2500