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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
ctio
nT
1T
2T
3T
4T
5T
6
L
eg
sP
ipe
32
x2
L
eg
Gra
de
ST
37
D
iag
on
als
SR
so
lid 1
0
D
iag
on
al G
rad
eA
II
T
op
Gir
tsN
.A.
SR
so
lid 1
0N
.A.
SR
so
lid 1
0
B
ott
om
Gir
tsS
R s
olid
10
N.A
.S
R s
olid
10
H
ori
zon
tals
SR
so
lid 1
0
T
op
Gu
y P
ull-
Off
sS
R s
olid
10
N.A
.S
R s
olid
10
N.A
.
F
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