O-
Calc®
Pro
Capacity
Summary
Info
Pole
Identification:
29995Y
Report
Created:
7/26/2023
File:
SCL
CULVER_013_OCalcs_20230726_REV_pplx.pplx
Pole
ID:SCL
CULVER_013_OCalcs_20230726_REV_pplx.pplx
O-
Calc®
Pro
Analysis
-
GO
95 Wednesday,
July
26,
2023
4:50
PM
User:kflor
K
OCP:7.00
*
Includes
Load
Factor(s)
Page
1 of
5 2
Worst
Wind
Per
Guy
Wire
3 Wind
At
184.9°
Pole
Num:
29995Y
Pole
Length
/
Class:
40 /
3 Code:
GO
95 Structure
Type:
Deadend
Job
Site
SCL
CULVER
13 Species:
DOUGLAS
FIR
GO
95 Rule:
At
Installation
(New)
Pole
Strength
Factor:
0.25 Address
4520
Sepulveda
Blvd
Setting
Depth
(ft):
6.0 Construction
Grade:
A
Transverse
Wind
LF:
1.00 City
CULVER
CITY
G/L
Circumference
(in):
36.00 Loading
District:
Light
Wire
Tension
LF:
1.00 State
CA
G/L
Fiber
Stress
(psi):
8,000
Ice
Thickness
(in):
0.00 Vertical
LF:
1.00 Zip
Code
90230
Allowable
Stress
(psi):
1,943
Wind
Speed
(mph):
55.90 Pole
Factor
of
Safety:
5.77 Aux
Data
6 Unset
Fiber
Stress
Ht.
Reduc:
No
Wind
Pressure
(psf):
8.00 Vertical
Factor
of
Safety:
32.79 Latitude:
34.001844
Longitude:
-
118.404717
Elevation:
36'
0"
Bending
Factor
of
Safety:
6.15 Pole
Capacity
Utilization
(%)
Crossarm
allowance
300
lbs
Height
(ft)
Wind
Angle
(deg)
Maximum
69.3 0.0
184.9
Groundline
69.3 0.0
184.9
Vertical
12.2 21.8
270.0
Pole
Moments
(ft-
lb)
Crossarm
allowance
300
lbs
Load
Angle
(deg)
Wind
Angle
(deg)
Max
Cap
Util
15,556
203.4
184.9
Groundline
15,556
203.4
184.9
GL
Allowable
23,921
Pole
ID:SCL
CULVER_013_OCalcs_20230726_REV_pplx.pplx
O-
Calc®
Pro
Analysis
-
GO
95 Wednesday,
July
26,
2023
4:50
PM
User:kflor
K
OCP:7.00
*
Includes
Load
Factor(s)
Page
2 of
5 2
Worst
Wind
Per
Guy
Wire
3 Wind
At
184.9°
Guy
System
Component
Summary
Load
From
Worst
Wind
Angle
on
Pole
Individual
Maximum
Load
With
Overload
Applied
Description
Lead
Length
(ft)
Lead
Angle
(deg)
Height
(ft)
Nominal
Capacity
(%)
Wind
Angle
(deg)
Max*
Load
Capacity
(%)
Wind
Angle
(deg)
?
NEW
Single
Helix
Anchor
10.0 90.0
21.7 184.9
24.2 270.0
?
NEW
16M
(Down)
25.8 37.5
184.9
41.8 270.0
?
Single
Helix
Anchor
8.0 90.0
19.1 184.9
21.5 270.0
?
EHS
3/8
(Down)
23.8 33.1
184.9
37.2 270.0
?
Anchor
178.0
270.0
0.0 184.9
0.0 0.0
?
EHS
3/8
(Span/Head)
23.8 0.0
184.9
0.0 0.0
System
Capacity
Summary:
Adequate
Adequate
Groundline
Load
Summary
-
Reporting
Angle
Mode:
Load
-
Reporting
Angle:
203.4°
Shear
Load*
(lbs)
Applied
Load
(%)
Bending
Moment
(ft-
lb)
Applied
Moment
(%)
Pole
Capacity
(%)
Bending
Stress
(+/-
psi)
Vertical
Load
(lbs)
Vertical
Stress
(psi)
Total
Stress
(psi)
Pole
Capacity
(%)
Comms
1,132
116.8
23,018
148.0
96.2 2,243
98 1
2,244
115.5
GuyBraces
-
684
-
70.5 -
14,242
-
91.6 -
59.5 -
1,388
5,165
50 -
1,338
-
68.9 GenericEquipments
271
28.0 3,490
22.4 14.6
340
1,021
10 350
18.0 Pole
202
20.8 2,912
18.7 12.2
284
997
10 293
15.1 Crossarms
2 0.2
45 0.3
0.2 4
25 0
5 0.2
Risers
46 4.7
332
2.1 1.4
32 1,260
12 45
2.3 Insulators
0 0.0
1 0.0
0.0 0
15 0
0 0.0
Pole
Load
970
100.0
15,556
100.0
65.0 1,516
8,580
83 1,599
82.3 Pole
Reserve
Capacity
8,365
35.0 427
344
17.7 Load
Summary
by
Owner
-
Reporting
Angle
Mode:
Load
-
Reporting
Angle:
203.4°
Shear
Load*
(lbs)
Applied
Load
(%)
Bending
Moment
(ft-
lb)
Applied
Moment
(%)
Pole
Capacity
(%)
Bending
Stress
(+/-
psi)
Vertical
Load
(lbs)
Vertical
Stress
(psi)
Total
Stress
(psi)
Pole
Capacity
(%)
CCI
487
50.2 7,488
48.1 31.3
730
5,080
49 779
40.1 TELCO
566
58.4 10,820
69.6 45.2
1,055
50 0
1,055
54.3 UNK
-
285
-
29.4 -
5,664
-
36.4 -
23.7 -
552
2,453
24 -
528
-
27.2 Pole
202
20.8 2,912
18.7 12.2
284
997
10 293
15.1 Totals:
970
100.0
15,556
100.0
65.0 1,516
8,580
83 1,599
82.3 Pole
ID:SCL
CULVER_013_OCalcs_20230726_REV_pplx.pplx
O-
Calc®
Pro
Analysis
-
GO
95 Wednesday,
July
26,
2023
4:50
PM
User:kflor
K
OCP:7.00
*
Includes
Load
Factor(s)
Page
3 of
5 2
Worst
Wind
Per
Guy
Wire
3 Wind
At
184.9°
Detailed
Load
Components:
Comm
Owner
Height
(ft)
Horiz.
Offset
(in)
Cable
Diameter
(in)
Sag
at
Max
Temp
(ft)
Cable
Weight
(lbs/ft)
Lead/Span
Length
(ft)
Span
Angle
(deg)
Wire
Length
(ft)
Tension
(lbs)
Tension
Moment*
(ft-
lb)
Offset
Moment*
(ft-
lb)
Wind
Moment*
(ft-
lb)
Moment
at
GL*
(ft-
lb)
Overlashed
Bundle
6M
CCI
25.83 6.66
0.2420
2.38 0.104
178.0
270.0
178.1
1,200
5,362
1 334
5,697
Fiber
NEW
Fiber
90°
141.0
1.030"
Voff=-
0.6 (NEW
BELOPTIX
AT864
-
864
FIBERS
-
ARMORED
(1.03))
CCI
25.75 6.66
1.0300
0.376
178.0
270.0
178.1
3 333
337
Fiber
NEW
Fiber
.625
Low
Voltage
CCI
25.75 6.66
0.6850
0.114
178.0
270.0
178.1
1 333
334
Overlashed
Bundle
6M
TELCO
22.92 6.83
0.2420
3.47 0.104
178.0
270.0
178.1
1,200
4,758
1 444
5,203
Telco
TELCO
1.0 TELCO
22.84 6.83
1.0000
0.400
178.0
270.0
178.1
4 442
446
Totals:
10,120
9 1,887
12,017
GenericEquipment
Owner
Height
(ft)
Horiz.
Offset
(in)
Offset
Angle
(deg)
Rotate
Angle
(deg)
Unit
Weight
(lbs)
Unit
Height
(in)
Unit
Depth
(in)
Unit
Diameter
(in)
Unit
Length
(in)
Offset
Moment*
(ft-
lb)
Wind
Moment*
(ft-
lb)
Moment
at
GL*
(ft-
lb)
Cylinder
NEW
CANISTER
ANTENNA
2C4U6VT360X06Fwxys5
CCI
31.99 40.92
0.0 0.0
95.00 24.00
-
-
14.60 -
-
123
241
364
Cylinder
NEW
ANTENNA
MOUNT
CCI
30.61 39.73
180.0
0.0 5.00
8.00 -
-
5.00 -
-
6 28
34 Box
NEW
NYM
ANTENNA
MOUNTING
BRACKET
CCI
30.20 31.29
180.0
0.0 70.00
2.00 26.00
-
-
6.50 68
16 84
Box
NEW
4G
8843
RADIO
CCI
16.42 19.33
75.0 0.0
75.00 14.96
13.20 -
-
11.10 -
33 115
82 Box
NEW
5G
8863
RADIO
CCI
16.42 20.11
110.0
0.0 55.00
18.81 14.76
-
-
6.22 -
2 169
166
Box
NEW
RRU
SHROUD
CCI
15.75 26.27
90.0 0.0
395.00
50.00 27.00
-
-
30.00 -
150
783
634
Box
NEW
PSU
CCI
15.00 16.36
80.0 0.0
11.50 10.79
7.09 -
-
2.72 -
4 38
34 Box
NEW
PSU
CCI
15.00 16.36
100.0
0.0 11.50
10.79 7.09
-
-
2.72 -
2 43
41 Box
NEW
PSU
CCI
15.00 16.36
90.0 0.0
11.50 10.79
7.09 -
-
2.72 -
3 41
38 Box
NEW
FRONTHAUL
CCI
14.05 15.23
90.0 0.0
7.70 9.05
4.72 -
-
7.67 -
2 23
21 Box
NEW
Load
Center
CCI
12.91 15.94
90.0 0.0
5.50 9.76
6.00 -
-
10.00 -
1 28
27 Box
Equipment
Rack
C
Channel
(104")
CCI
12.83 11.95
90.0 0.0
130.00
104.00
2.00 -
-
6.00 -
22 105
83 Box
6"
Bracket
CCI
16.00 7.70
90.0 0.0
5.00 3.50
7.50 -
-
5.00 -
1 12
12 Box
6"
Bracket
CCI
13.33 7.70
90.0 0.0
5.00 3.50
7.50 -
-
5.00 -
1 12
12 Box
6"
Bracket
CCI
12.33 7.70
90.0 0.0
5.00 3.50
7.50 -
-
5.00 -
1 12
12 Box
6"
Bracket
CCI
9.67 7.70
90.0 0.0
5.00 3.50
7.50 -
-
5.00 -
1 12
12 Box
NEW
B-
Line
Box
CCI
11.92 19.00
75.0 0.0
25.00 12.00
12.00 -
-
7.00 -
11 57
46 Box
NEW
B-
Line
Box
CCI
11.92 19.00
105.0
0.0 25.00
12.00 12.00
-
-
7.00 -
3 64
61 Box
NEW
Dongan
Buck
Boost
Transformer
CCI
10.61 15.73
80.0 0.0
28.00 15.25
5.30 -
-
4.90 -
9 31
22 Box
NEW
Dongan
Buck
Boost
Transformer
CCI
10.61 15.73
100.0
0.0 28.00
15.25 5.30
-
-
4.90 -
4 32
28 Box
NEW
DISCONNECT
SWITCH
CCI
9.39 15.41
90.0 0.0
22.05 9.25
4.50 -
-
8.80 -
5 15
10 Totals:
-
54 1,876
1,822
Pole
ID:SCL
CULVER_013_OCalcs_20230726_REV_pplx.pplx
O-
Calc®
Pro
Analysis
-
GO
95 Wednesday,
July
26,
2023
4:50
PM
User:kflor
K
OCP:7.00
*
Includes
Load
Factor(s)
Page
4 of
5 2
Worst
Wind
Per
Guy
Wire
3 Wind
At
184.9°
Crossarm
Owner
Height
(ft)
Horiz.
Offset
(in)
Offset
Angle
(deg)
Rotate
Angle
(deg)
Unit
Weight
(lbs)
Unit
Height
(in)
Unit
Depth
(in)
Unit
Length
(in)
Offset
Moment*
(ft-
lb)
Wind
Moment*
(ft-
lb)
Moment
at
GL*
(ft-
lb)
Normal
NEW
Canister
Antenna
Arm
CCI
30.00 5.78
90.0 90.0
25.00 4.75
3.75 36.00
-
2 26
24 Totals:
-
2 26
24 Riser
Owner
Height
(ft)
Horiz.
Offset
(in)
Offset
Angle
(deg)
Rotate
Angle
(deg)
Unit
Weight
(lbs)
Unit
Height
(in)
Unit
Depth
(in)
Unit
Diameter
(in)
Unit
Length
(in)
Offset
Moment*
(ft-
lb)
Wind
Moment*
(ft-
lb)
Moment
at
GL*
(ft-
lb)
NEW
2"
POWER
RISER
60.0°
H:21.0
NEW
2"
POWER
RISER
CCI
21.00 5.85
60.0 60.0
630.00
252.00
2.00 2.00
252.00
-
123
133
9 NEW
2"
POWER
RISER
120.0°
H:21.0
NEW
2"
POWER
RISER
CCI
21.00 5.85
120.0
120.0
630.00
252.00
2.00 2.00
252.00
18 147
164
Totals:
-
106
279
173
Insulator
Owner
Height
(ft)
Horiz.
Offset
(in)
Offset
Angle
(deg)
Rotate
Angle
(deg)
Unit
Weight
(lbs)
Unit
Diameter
(in)
Unit
Length
(in)
Offset
Moment*
(ft-
lb)
Wind
Moment*
(ft-
lb)
Moment
at
GL*
(ft-
lb)
Bolt
Single
Bolt
CCI
30.20 0.00
90.0 180.0
5.00 1.00
0.10 0
0 0
Bolt
NEW
Bolt
CCI
H:25.83
CCI
25.83 0.00
270.0
270.0
5.00 3.00
0.10 0
0 0
Bolt
Single
Bolt
TELCO
22.92 0.00
270.0
180.0
5.00 3.00
0.10 0
0 0
Totals:
0 0
0 Guy
Wire
and
Brace
Owner
Attach
Height
(ft)
End
Height
(ft)
Lead/Span
Length
(ft)
Wire
Diameter
(in)
Percent
Solid
(%)
Lead
Angle
(deg)
Incline
Angle
(deg)
Wire
Weight
(lbs/ft)
Rest
Length
(ft)
Stretch
Length
(in)
NEW
16M
Down
CCI
25.83 0.00
10.00 0.386
75.00 90.0
68.6 0.273
31.76 0.55
EHS
3/8
Down
UNK
23.83 0.00
8.00 0.375
75.00 90.0
71.2 0.273
29.29 0.47
EHS
3/8
Span/Head
UNK
23.83 23.83
178.00
0.375
75.00 270.0
0.0 0.273
175.25
0.00 Guy
Wire
and
Brace
(Loads
and
Reactions)
Elastic
Modulus
(psi)
Rated
Tensile
Strength
(lbs)
Guy
Strength
Factor
Allowable
Tension
(lbs)
Initial
Tension
(lbs)
Loaded
Tension*²
(lbs)
Maximum
Tension²
(lbs)
Applied
Tension³
(lbs)
Vertical
Load
(lbs)
Shear
Load
In
Guy
Dir
(lbs)
Shear
Load
At
Report
Angle
(lbs)
Proportional
Moment
at
GL³
(ft-
lb)
NEW
16M
Down
2.30e+7
15,400
0.50 7,700
700
3,220
3,220
2,888
2,689
1,055
-
419
-
8,578
EHS
3/8
Down
2.30e+7
15,400
0.50 7,700
700
2,864
2,864
2,545
2,409
821
-
326
-
6,075
EHS
3/8
Span/Head
2.30e+7
15,400
0.50 7,700
700
0 0
0 0
0 0
411
Totals:
5,098
1,875
-
746
-
14,242
Pole
ID:SCL
CULVER_013_OCalcs_20230726_REV_pplx.pplx
O-
Calc®
Pro
Analysis
-
GO
95 Wednesday,
July
26,
2023
4:50
PM
User:kflor
K
OCP:7.00
*
Includes
Load
Factor(s)
Page
5 of
5 2
Worst
Wind
Per
Guy
Wire
3 Wind
At
184.9°
Anchor/Rod
Load
Summary
Owner
Rod
Length
AGL
(in)
Lead
Length
(ft)
Lead
Angle
(deg)
Strength
of
Assembly
(lbs)
Anchor/Rod
Strength
Factor
Allowable
Load
(lbs)
Max
Load²
(lbs)
Load
at
Pole
MCU³
(lbs)
Max
Required
Capacity²
(%)
NEW
Single
Helix
Anchor
CCI
18.00 10.00
90.0 20,000
0.67 13,333
3,220
2,888
24.1 Single
Helix
Anchor
UNK
18.00 8.00
90.0 20,000
0.67 13,333
2,864
2,545
21.5 Anchor
UNK
30.00 178.00
270.0
20,000
0.67 13,333
0 0
0.0 Pole
Buckling
Buckling
Constant
Buckling
Column
Height*
(ft)
Buckling
Section
Height
(%
Buckling
Col.
Hgt.)
Buckling
Section
Diameter
(in)
Minimum
Buckling
Diameter
at
GL
(in)
Diameter
at
Tip
(in)
Diameter
at
GL
(in)
Modulus
of
Elasticity
(psi)
Pole
Density
(pcf)
Ice
Density
(pcf)
Pole
Tip
Height
(ft)
Buckling
Load
Capacity
at
Height
(lbs)
Buckling
Load
Applied
at
Height
(lbs)
Buckling
Load
Factor
of
Safety
0.71 21.83
33.48 10.57
6.78 7.32
11.46 1.60e+6
60.00 57.00
34.00 70,139
703.27
8.20 O-
Calc®
Pro
Applied
Loads
Summary
Pole
Identification:
29995Y
Report
Created:
7/26/2023
File:
SCL
CULVER_013_OCalcs_20230726_REV_pplx.pplx
LoadCase
GO
95 Light
Grade
A
At
Installation
(W:8psf)
Wind
Pressure
(psf)
8.00 Wind
Angle
(degrees)
184.92
Load
Height
(ft)
Force
Perpendicular
to
Wind
(lbs)
Force
Parallel
to
Wind
(lbs)
Force
Vertical
(lbs)
30 1.46
24.56 200
25.83 1187.23
199.89
57.82 22.92
1187.25
199.64
49.86 16.42
0.89 17.23
75 16.42
3.59 23.71
55 15.75
1.14 120.1
395
15 0.36
6.77 11.5
15 1.04
6.52 11.5
15 0.37
6.77 11.5
14.05 0.2
3.81 7.7
14 0
22.96 630
14 0
25.36 630
12.91 0.3
5.23 5.5
12.83 2.89
28.07 150
11.92 1.71
12.18 25
11.92 0.92
12.64 25
10.61 0.13
7.15 28
10.61 0.05
7.18 28
9.39 0.3
3.73 22.05
0 0.33
3.82 5.6
0 0.37
4.25 6.05
0 1.9
22.05 24.26
O-
Calc®
Pro
Schematic
View
Pole
Identification:
29995Y
Report
Created:
7/26/2023
File:
SCL
CULVER_013_OCalcs_20230726_REV_pplx.pplx
1 -
31.99 NEW
CANISTER
ANTENNA
2C4U6VT360X06Fwxys5
2 -
30.61 NEW
ANTENNA
MOUNT
3 -
30.2 STEEL
PLATE
4 -
30.0 Normal
3ft
H:30.0
5 -
25.83 NEW
16M
Down
Guy
25.8 ft
hgt,
68.8°
angle
6 -
25.83 6M
270°
178.0
D:1.65"
7 -
23.83 EHS
3/8
Down
Guy
23.8 ft
hgt,
71.4°
angle
EHS
3/8
Span/Head
Guy
23.8 ft
hgt
8 -
22.92 6M
270°
178.0
D:1.64"
9 -
21.0 NEW
2"
POWER
RISER
60.0°
H:21.0
NEW
2"
POWER
RISER
120.0°
H:21.0
10 -
16.42 NEW
4G
8843
RADIO
H:16.42
NEW
5G
8863
RADIO
H:16.42
11 -
16.0 6"
Bracket
12 -
15.75 NEW
RRU
SHROUD
H:15.75
13 -
15.0 NEW
PSU
H:15.0
NEW
PSU
H:15.0
NEW
PSU
H:15.0
14 -
14.05 NEW
FRONTHAUL
H:14.05
15 -
13.33 6"
Bracket
16 -
12.91 NEW
Load
Center
H:12.91
17 -
12.83 Equipment
Rack
C
Channel
H:12.83
18 -
12.33 6"
Bracket
19 -
11.92 NEW
B-
Line
Box
H:11.92
NEW
B-
Line
Box
H:11.92
20 -
10.61 NEW
Dongan
Buck
Boost
Transformer
H:10.61
NEW
Dongan
Buck
Boost
Transformer
H:10.61
21 -
9.67 6"
Bracket
22 -
9.39 NEW
DISCONNECT
SWITCH
H:9.39