exhibit 5 larson structural revised 2 28 14 649500 calcs 2014-02-27 ss.pdf
TRANSCRIPT
STRUCTURAL CALCULATIO�S
for
80' MO�OPI�E
SQUAW CREEK
at
1725 EAST MCKEA� DUGWAY1725 EAST MCKEA� DUGWAY
JACKSO�, WY 83001
for
LARSO� CAMOUFLAGE (649500)
BY: ROGER T. ALWORTH, S.E.
PRI�CIPAL
VALID WET SIGNATURE IN RED
PRI�CIPAL
WY Certificate of authorization: E-1240
PROJECT #: U1223-297-131
DATE:
REVISED:
December 6, 2013
February 27, 2014
�OTE: The calculations presented in this package are intended for a single use at the location indicated above, for the client listed above. These calculations shall not be reproduced, reused, “card filed”, sold to a third party, or altered in any way without the written authorization of Vector Structural Engineers, PC.
Vector Engineers | 9138 S. State St., Suite 101, Sandy, UT 84070 - Ph: 801.990.1775 Fax: 801.990.1776
or altered in any way without the written authorization of Vector Structural Engineers, PC.
2/28/14
N:\Logos\VectorLogo.gif JOB NO.: U1223-297-131 DESIGNED: CMP
DATE: 12/06/13 CHECKED: JSP
PROJECT: SQUAW CREEK
Design Criteria:
Code: Structural design is based on the International Building Code, 2012 Edition
Wind: Ultimate wind speed = 115 mph (3-second gust) per the 2012 IBC
Risk category / Structure class: II
Wind exposure: C
Topographic category: 3
Crest height: 385 ft
Ice: 0.25" radial ice @ 30 mph basic wind speed (3-second gust) per the TIA-222-G standard
General Notes:
1
2
3
4
5
The contractor shall verify dimensions, conditions and elevations before starting work. The engineer shall be
notified immediately if any discrepancies are found.
The typical notes and details shall apply in all cases unless specifically detailed elsewhere. Where no detail is
shown, the construction shall be as shown for other similar work and as required by the building code.
These calculations are limited to the structural members shown in these calculations only. The connection of the
members shown in these calculations to the existing structure shall be by others.
The contractor shall be responsible for compliance with local construction safety orders. Approval of shop
drawings by the architect or structural engineer shall not be construed as accepting this responsibility.
All structural framing members shall be adequately shored and braced during erection and until full lateral and
vertical support is provided by adjoining members.
Structural Steel:
1 All structural steel code checks based on the AISC-LRFD, 3rd Edition per the TIA-222-G standard
2 All 18-sided, tapered shaft steel to be per ASTM A572 GR. 65, U.N.O.
3
4 All steel pipe to be per ASTM A53 GR. B (35 KSI), U.N.O.
5 All other structural steel shapes & plates shall be per ASTM A36, U.N.O.
6 All anchor bolts shall be per ASTM A615 GR. 75, U.N.O.
7 All bolts for steel-to-steel connections shall be per ASTM A325N, U.N.O.
8 All bolted connections shall be tightened per the "turn-of-nut" method as defined by AISC.
9
10 All steel surfaces shall be galvanized in accordance with the ASTM A123 and ASTM A153 standards, U.N.O.
The design length of slip splices is equal to 1.67 times the inside width of the base of the upper section. Slip splice
length tolerance is equal to ± 10% of the design slip splice length.
All welding shall be performed by certified welders in accordance with the latest edition of the American Welding
Society (AWS) D1.1
N:\Logos\VectorLogo.gif
JOB NO.: U1223-297-131 DESIGNED: CMP
DATE: 12/06/13 CHECKED: JSP
SHEET OF
PROJECT: SQUAW CREEK
Monopine Branch Layout
Eff. Area Factor: 0.84
Top Crown Radius: 5 ft
CA Factor: 0.6
Bott. Branch Elev. (ft): 20.0 ft
Top of Steel Elev. (ft): 80.0 ft
Branch Layout Along Pole:
Start (ft) Stop (ft) Gross (ft2) Eff. (ft
2) CAAE (ft
2)
4 25 71.5 80.0 26.0 650 86.8 73.0 43.8
6 37 58.9 71.5 40.0 1480 181.0 152.0 91.2
6 37 46.3 58.9 40.0 1480 183.0 153.7 92.2
8 25 37.7 46.3 50.0 1250 158.6 133.2 79.9
8 26 28.9 37.7 50.0 1300 165.9 139.4 83.6
10 26 20.0 28.9 66.0 1716 202.4 170.0 102.0
Total (lbs): 7876
Top Crown:
Branch
Wt. (lbs)
Total Wt.
(lbs)QtyBranch Length (ft)
Elevation Wind Area
Top Crown:
Branch Length (ft) Qty Total Wt. Total Wt.
4 2 52
6 2 80
Gross Area (ft2): 39.3
Eff. Area (ft2): 33.0
CAAE (ft2): 19.8
Random Branch Distribution:
Total CAAE (ft2): 492.8
CAAE per ft (ft2/ft): 8.21
Wt. per ft (lbs/ft): 131.3
132
Vector Engineering 9138 S. State Street Suite 101
Sandy, UT 84070 Phone: (801) 990-1775
FAX: (801) 990-1776
Job: 649500
Project: U1223-297-131
Client: Larson Camouflage Drawn by: esumsion App'd:
Code: TIA-222-G Date: 02/27/14 Scale: NTS Path:
N:\2013 Projects\U1223 Larson Camouflage\U1223-297-131 649500 Squaw Creek (WY, 80' monopine with FZL, G)\ENG\Tower\649500.eri
Dwg No. E-1
80.0 ft
35.0 ft
1.0 ft
REACTIONS - 90 mph WIND
90434 lb
SHEAR
4638133 lb-ft
MOMENT
37421 lb
AXIAL
30 mph WIND - 0.2500 in ICE
7837 lb
SHEAR
397699 lb-ft
MOMENT
44896 lb
AXIAL
ARE FACTOREDALL REACTIONS
S
ectio
n1
2
L
en
gth
(ft)
45
.00
39
.33
N
um
be
r o
f S
ide
s1
81
8
T
hic
kn
ess (
in)
0.2
50
00
.43
75
S
ocke
t L
en
gth
(ft)
5.3
3
T
op
Dia
(in
)2
5.0
00
03
6.4
01
0
B
ot D
ia (
in)
38
.50
00
48
.20
00
G
rad
eA
57
2-6
5
W
eig
ht (l
b)
38
27
.47
77
9.9
11
60
7.3
Top Hat with (2) 4 ft, and (2) 6 ft branches
82.5 Generic 4' lightning rod 82 American Tower (135 sq ft - 2800 lbs) 78 (25) 4 ft branches 75.7 American Tower (105 sq-ft - 1800 lbs) 68 (37) 6 ft branches 65.2 American Tower (105 sq-ft - 1800 lbs) 58 (37) 6 ft branches 52.6 American Tower (105 sq-ft - 1800 lbs) 48 (25) 8 ft branches 42 6' HP Microwave Dish 40 (26) 8 ft branches 33.3 6' HP Microwave Dish 30 (26) 10 ft branches 24.4DESIGNED APPURTENANCE LOADING
TYPE TYPEELEVATION ELEVATION Top Hat with (2) 4 ft, and (2) 6 ft branches
82.5
Generic 4' lightning rod 82
American Tower (135 sq ft - 2800 lbs) 78
(25) 4 ft branches 75.7
American Tower (105 sq-ft - 1800 lbs) 68
(37) 6 ft branches 65.2
American Tower (105 sq-ft - 1800 lbs) 58
(37) 6 ft branches 52.6
American Tower (105 sq-ft - 1800 lbs) 48
(25) 8 ft branches 42
6' HP Microwave Dish 40
(26) 8 ft branches 33.3
6' HP Microwave Dish 30
(26) 10 ft branches 24.4
MATERIAL STRENGTHGRADE GRADEFy FyFu Fu
A572-65 65 ksi 80 ksi
TOWER DESIGN NOTES1. Tower is located in Teton County, Wyoming.2. Tower designed for Exposure C to the TIA-222-G Standard.3. Tower designed for a 90 mph basic wind in accordance with the TIA-222-G Standard.4. Tower is also designed for a 30 mph basic wind with 0.25 in ice. Ice is considered to
increase in thickness with height.5. Deflections are based upon a 60 mph wind.6. Tower Structure Class II.7. Topographic Category 3 with Crest Height of 385.00 ft8. TOWER RATING: 99.1%
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Page
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Vector Engineering
9138 S. State Street Suite 101
Project
U1223-297-131
Date
12:19:18 02/27/14
Sandy, UT 84070
Phone: (801) 990-1775 FAX: (801) 990-1776
Client
Larson Camouflage Designed by
esumsion
Tower Input Data
There is a pole section.
This tower is designed using the TIA-222-G standard.
The following design criteria apply:
Tower is located in Teton County, Wyoming.
Basic wind speed of 90 mph.
Structure Class II.
Exposure Category C.
Topographic Category 3.
Crest Height 385.00 ft.
Nominal ice thickness of 0.2500 in.
Ice thickness is considered to increase with height.
Ice density of 56 pcf.
A wind speed of 30 mph is used in combination with ice.
Temperature drop of 50 °F.
Deflections calculated using a wind speed of 60 mph.
A non-linear (P-delta) analysis was used.
Pressures are calculated at each section.
Stress ratio used in pole design is 1.
Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered.
Tapered Pole Section Geometry
Section Elevation
ft
Section Length
ft
Splice Length
ft
+umber of
Sides
Top Diameter
in
Bottom Diameter
in
Wall Thickness
in
Bend Radius
in
Pole Grade
L1 80.00-35.00 45.00 5.33 18 25.0000 38.5000 0.2500 1.0000 A572-65
(65 ksi) L2 35.00-1.00 39.33 18 36.4010 48.2000 0.4375 1.7500 A572-65
(65 ksi)
Tapered Pole Properties
Section Tip Dia. in
Area in2
I in4
r in
C in
I/C in3
J in4
It/Q in2
w in
w/t
L1 25.3857 19.6391 1519.8824 8.7863 12.7000 119.6758 3041.7647 9.8214 3.9600 15.84
39.0939 30.3514 5610.2046 13.5787 19.5580 286.8496 11227.7912 15.1786 6.3360 25.344
L2 38.5862 49.9398 8160.3405 12.7670 18.4917 441.2973 16331.4187 24.9747 5.6366 12.884 48.9436 66.3242 19115.4084 16.9557 24.4856 780.6796 38255.9694 33.1684 7.7132 17.63
Tower
Elevation
ft
Gusset
Area (per face)
ft2
Gusset
Thickness
in
Gusset Grade Adjust. Factor
Af
Adjust.
Factor Ar
Weight Mult.
Double Angle
Stitch Bolt Spacing
Diagonals
in
Double Angle
Stitch Bolt Spacing
Horizontals
in
L1 80.00-35.00 1 1 1
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Page
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Vector Engineering
9138 S. State Street Suite 101
Project
U1223-297-131
Date
12:19:18 02/27/14
Sandy, UT 84070
Phone: (801) 990-1775 FAX: (801) 990-1776
Client
Larson Camouflage Designed by
esumsion
Tower Elevation
ft
Gusset Area
(per face)
ft2
Gusset Thickness
in
Gusset Grade Adjust. Factor Af
Adjust. Factor
Ar
Weight Mult.
Double Angle Stitch Bolt
Spacing
Diagonals in
Double Angle Stitch Bolt
Spacing
Horizontals in
L2 35.00-1.00 1 1 1
Feed Line/Linear Appurtenances - Entered As Area
Description Face
or
Leg
Allow
Shield
Component
Type
Placement
ft
Total
+umber
CAAA
ft2/ft
Weight
plf
AVA7-50 (1-5/8 LOW DENSI. FOAM)
C No Inside Pole 78.00 - 1.00 18 No Ice 1/2'' Ice
0.00 0.00
0.72 0.72
AVA7-50 (1-5/8 LOW
DENSI. FOAM)
C No Inside Pole 68.00 - 1.00 18 No Ice
1/2'' Ice
0.00
0.00
0.72
0.72 AVA7-50 (1-5/8 LOW
DENSI. FOAM)
C No Inside Pole 58.00 - 1.00 18 No Ice
1/2'' Ice
0.00
0.00
0.72
0.72
AVA7-50 (1-5/8 LOW DENSI. FOAM)
C No Inside Pole 48.00 - 1.00 18 No Ice 1/2'' Ice
0.00 0.00
0.72 0.72
EW52 C No Inside Pole 40.00 - 1.00 1 No Ice
1/2'' Ice
0.00
0.00
0.59
0.59 EW52 C No Inside Pole 30.00 - 1.00 1 No Ice
1/2'' Ice
0.00
0.00
0.59
0.59
Feed Line/Linear Appurtenances Section Areas
Tower Section
Tower Elevation
ft
Face AR
ft2
AF
ft2
CAAA
In Face
ft2
CAAA
Out Face
ft2
Weight
lb
L1 80.00-35.00 A
B 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
0.00
0.00 1454.47
L2 35.00-1.00 A
B 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
0.00
0.00 1799.73
Feed Line/Linear Appurtenances Section Areas - With Ice
Tower
Section
Tower
Elevation ft
Face
or Leg
Ice
Thickness in
AR
ft2
AF
ft2
CAAA
In Face ft2
CAAA
Out Face ft2
Weight
lb
L1 80.00-35.00 A
B
C
0.666 0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.00
0.00
1454.47 L2 35.00-1.00 A
B
C
0.619 0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.00
0.00
1799.73
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Vector Engineering
9138 S. State Street Suite 101
Project
U1223-297-131
Date
12:19:18 02/27/14
Sandy, UT 84070
Phone: (801) 990-1775 FAX: (801) 990-1776
Client
Larson Camouflage Designed by
esumsion
Shielding Factor Ka
Tower
Section
Feed Line
Record +o.
Description Feed Line
Segment Elev.
Ka
+o Ice
Ka
Ice
User Defined Loads
Description Elevation
ft
Offset
From
Centroid ft
Azimuth
Angle
°
Weight
lb
Fx
lb
Fz
lb
Wind Force
lb
CAAC
ft2
(26) 10 ft branches 24.40 0.00 0.0000 No Ice
Ice
Service
1716.00
1887.60
1716.00
0.00
0.00
0.00
0.00
0.00
0.00
4472.78
546.67
1778.65
102.00
112.20
102.00 (26) 8 ft branches 33.30 0.00 0.0000 No Ice
Ice
Service
1300.00
1430.00
1300.00
0.00
0.00
0.00
0.00
0.00
0.00
3802.19
464.91
1511.98
83.60
92.00
83.60 (25) 8 ft branches 42.00 0.00 0.0000 No Ice
Ice
Service
1250.00
1375.00
1250.00
0.00
0.00
0.00
0.00
0.00
0.00
3712.62
453.82
1476.36
79.90
87.90
79.90 (37) 6 ft branches 52.60 0.00 0.0000 No Ice
Ice
Service
1480.00
1628.00
1480.00
0.00
0.00
0.00
0.00
0.00
0.00
4349.34
531.48
1729.56
92.20
101.40
92.20 (37) 6 ft branches 65.20 0.00 0.0000 No Ice
Ice
Service
1480.00
1628.00
1480.00
0.00
0.00
0.00
0.00
0.00
0.00
4338.71
530.18
1725.33
91.20
100.30
91.20 (25) 4 ft branches 75.70 0.00 0.0000 No Ice
Ice
Service
650.00
715.00
650.00
0.00
0.00
0.00
0.00
0.00
0.00
2088.13
254.79
830.37
43.80
48.10
43.80 Top Hat with (2) 4 ft, and (2) 6 ft
branches
82.50 0.00 0.0000 No Ice
Ice
Service
132.00
145.20
132.00
0.00
0.00
0.00
0.00
0.00
0.00
943.70
115.45
375.27
19.80
21.80
19.80
Discrete Tower Loads
Description Face
or
Leg
Offset
Type
Offsets:
Horz
Lateral Vert
ft
ft ft
Azimuth
Adjustment
°
Placement
ft
CAAA
Front
ft2
CAAA
Side
ft2
Weight
lb
American Tower (135 sq ft -
2800 lbs)
C None 0.0000 78.00 No Ice
1/2'' Ice
135.00
155.00
135.00
155.00
2800.00
3500.00
American Tower (105 sq-ft - 1800 lbs)
C None 0.0000 68.00 No Ice 1/2'' Ice
105.00 125.00
105.00 125.00
1800.00 2500.00
American Tower (105 sq-ft - 1800 lbs)
C None 0.0000 58.00 No Ice 1/2'' Ice
105.00 125.00
105.00 125.00
1800.00 2500.00
American Tower (105 sq-ft -
1800 lbs)
C None 0.0000 48.00 No Ice
1/2'' Ice
105.00
125.00
105.00
125.00
1800.00
2500.00 Generic 4' lightning rod C None 0.0000 82.00 No Ice
1/2'' Ice
0.40
0.81
0.40
0.81
15.00
18.77
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649500
Page
4 of 18
Vector Engineering
9138 S. State Street Suite 101
Project
U1223-297-131
Date
12:19:18 02/27/14
Sandy, UT 84070
Phone: (801) 990-1775 FAX: (801) 990-1776
Client
Larson Camouflage Designed by
esumsion
Dishes
Description Face
or Leg
Dish
Type
Offset
Type
Offsets:
Horz Lateral
Vert
ft
Azimuth
Adjustment
°
3 dB
Beam Width
°
Elevation
ft
Outside
Diameter
ft
Aperture
Area
ft2
Weight
lb
6' HP Microwave
Dish
Paraboloid w/o
Radome
None 0.0000 40.00 6.00 No Ice
1/2'' Ice
28.27
29.07
50.00
199.23
6' HP Microwave Dish
Paraboloid w/o Radome
None 0.0000 30.00 6.00 No Ice 1/2'' Ice
28.27 29.07
50.00 199.23
Tower Pressures - No Ice
GH = 1.100
Section
Elevation
ft
z
ft
KZ
qz
psf
AG
ft2
F
a c
e
AF
ft2
AR
ft2
Aleg
ft2
Leg
%
CAAA
In Face
ft2
CAAA
Out Face
ft2
L1 80.00-35.00 56.00 1.12 43 120.899 A
B C
0.000
0.000 0.000
120.899
120.899 120.899
120.899 100.00
100.00 100.00
0.000
0.000 0.000
0.000
0.000 0.000
L2 35.00-1.00 17.58 0.878 39 124.001 A
B C
0.000
0.000 0.000
124.001
124.001 124.001
124.001 100.00
100.00 100.00
0.000
0.000 0.000
0.000
0.000 0.000
Tower Pressure - With Ice
GH = 1.100
Section
Elevation
ft
z
ft
KZ
qz
psf
tZ
in
AG
ft2
F a
c
e
AF
ft2
AR
ft2
Aleg
ft2
Leg %
CAAA In
Face
ft2
CAAA Out
Face
ft2
L1 80.00-35.00 56.00 1.12 5 0.6659 125.893 A B
C
0.000 0.000
0.000
125.893 125.893
125.893
125.893 100.00 100.00
100.00
0.000 0.000
0.000
0.000 0.000
0.000
L2 35.00-1.00 17.58 0.878 4 0.6188 127.774 A B
C
0.000 0.000
0.000
127.774 127.774
127.774
127.774 100.00 100.00
100.00
0.000 0.000
0.000
0.000 0.000
0.000
Tower Pressure - Service
GH = 1.100
Section
Elevation
ft
z
ft
KZ
qz
psf
AG
ft2
F
a c
e
AF
ft2
AR
ft2
Aleg
ft2
Leg
%
CAAA
In Face
ft2
CAAA
Out Face
ft2
ttnnxxTToowweerr Job
649500
Page
5 of 18
Vector Engineering
9138 S. State Street Suite 101
Project
U1223-297-131
Date
12:19:18 02/27/14
Sandy, UT 84070
Phone: (801) 990-1775 FAX: (801) 990-1776
Client
Larson Camouflage Designed by
esumsion
Section Elevation
ft
z
ft
KZ
qz
psf
AG
ft2
F a
c
e
AF
ft2
AR
ft2
Aleg
ft2
Leg %
CAAA In
Face
ft2
CAAA Out
Face
ft2
L1 80.00-35.00 56.00 1.12 17 120.899 A
B
C
0.000
0.000
0.000
120.899
120.899
120.899
120.899 100.00
100.00
100.00
0.000
0.000
0.000
0.000
0.000
0.000 L2 35.00-1.00 17.58 0.878 16 124.001 A
B
C
0.000
0.000
0.000
124.001
124.001
124.001
124.001 100.00
100.00
100.00
0.000
0.000
0.000
0.000
0.000
0.000
Tower Forces - No Ice - Wind Normal To Face
Section Elevation
ft
Add Weight
lb
Self Weight
lb
F a
c
e
e CF
qz
psf
DF
DR
AE
ft2
F
lb
w
plf
Ctrl. Face
L1
80.00-35.00
1454.47 3827.41 A
B
C
1
1
1
0.65
0.65
0.65
43 1
1
1
1
1
1
120.899
120.899
120.899
3705.56 82.35 C
L2 35.00-1.00 1799.73 7779.91 A
B
C
1
1
1
0.65
0.65
0.65
39 1
1
1
1
1
1
124.001
124.001
124.001
3459.22 101.74 C
Sum Weight: 3254.20 11607.33 OTM 261184.15
lb-ft
7164.78
Tower Forces - No Ice - Wind 60 To Face
Section Elevation
ft
Add Weight
lb
Self Weight
lb
F a
c
e
e CF
qz
psf
DF
DR
AE
ft2
F
lb
w
plf
Ctrl. Face
L1
80.00-35.00
1454.47 3827.41 A
B
C
1
1
1
0.65
0.65
0.65
43 1
1
1
1
1
1
120.899
120.899
120.899
3705.56 82.35 C
L2 35.00-1.00 1799.73 7779.91 A
B
C
1
1
1
0.65
0.65
0.65
39 1
1
1
1
1
1
124.001
124.001
124.001
3459.22 101.74 C
Sum Weight: 3254.20 11607.33 OTM 261184.15
lb-ft
7164.78
Tower Forces - No Ice - Wind 90 To Face
Section
Elevation
ft
Add
Weight
lb
Self
Weight
lb
F
a
c e
e CF
qz
psf
DF
DR
AE
ft2
F
lb
w
plf
Ctrl.
Face
L1
80.00-35.00
1454.47 3827.41 A
B
C
1
1
1
0.65
0.65
0.65
43 1
1
1
1
1
1
120.899
120.899
120.899
3705.56 82.35 C
ttnnxxTToowweerr Job
649500
Page
6 of 18
Vector Engineering
9138 S. State Street Suite 101
Project
U1223-297-131
Date
12:19:18 02/27/14
Sandy, UT 84070
Phone: (801) 990-1775 FAX: (801) 990-1776
Client
Larson Camouflage Designed by
esumsion
Section Elevation
ft
Add Weight
lb
Self Weight
lb
F a
c
e
e CF
qz
psf
DF
DR
AE
ft2
F
lb
w
plf
Ctrl. Face
L2 35.00-1.00 1799.73 7779.91 A
B
C
1
1
1
0.65
0.65
0.65
39 1
1
1
1
1
1
124.001
124.001
124.001
3459.22 101.74 C
Sum Weight: 3254.20 11607.33 OTM 261184.15
lb-ft
7164.78
Tower Forces - With Ice - Wind Normal To Face
Section Elevation
ft
Add Weight
lb
Self Weight
lb
F a
c
e
e CF
qz
psf
DF
DR
AE
ft2
F
lb
w
plf
Ctrl. Face
L1
80.00-35.00
1454.47 5026.39 A
B
C
1
1
1
1.2
1.2
1.2
5 1
1
1
1
1
1
125.893
125.893
125.893
791.51 17.59 C
L2 35.00-1.00 1799.73 8915.33 A
B
C
1
1
1
1.2
1.2
1.2
4 1
1
1
1
1
1
127.774
127.774
127.774
731.18 21.51 C
Sum Weight: 3254.20 13941.72 OTM 55661.42
lb-ft
1522.69
Tower Forces - With Ice - Wind 60 To Face
Section Elevation
ft
Add Weight
lb
Self Weight
lb
F a
c e
e CF
qz
psf
DF
DR
AE
ft2
F
lb
w
plf
Ctrl. Face
L1
80.00-35.00
1454.47 5026.39 A
B
C
1
1
1
1.2
1.2
1.2
5 1
1
1
1
1
1
125.893
125.893
125.893
791.51 17.59 C
L2 35.00-1.00 1799.73 8915.33 A
B
C
1
1
1
1.2
1.2
1.2
4 1
1
1
1
1
1
127.774
127.774
127.774
731.18 21.51 C
Sum Weight: 3254.20 13941.72 OTM 55661.42
lb-ft
1522.69
Tower Forces - With Ice - Wind 90 To Face
Section
Elevation
ft
Add
Weight
lb
Self
Weight
lb
F
a
c e
e CF
qz
psf
DF
DR
AE
ft2
F
lb
w
plf
Ctrl.
Face
L1
80.00-35.00
1454.47 5026.39 A
B
1
1
1.2
1.2
5 1
1
1
1
125.893
125.893
791.51 17.59 C
ttnnxxTToowweerr Job
649500
Page
7 of 18
Vector Engineering
9138 S. State Street Suite 101
Project
U1223-297-131
Date
12:19:18 02/27/14
Sandy, UT 84070
Phone: (801) 990-1775 FAX: (801) 990-1776
Client
Larson Camouflage Designed by
esumsion
Section Elevation
ft
Add Weight
lb
Self Weight
lb
F a
c
e
e CF
qz
psf
DF
DR
AE
ft2
F
lb
w
plf
Ctrl. Face
C 1 1.2 1 1 125.893
L2 35.00-1.00 1799.73 8915.33 A
B C
1
1 1
1.2
1.2 1.2
4 1
1 1
1
1 1
127.774
127.774 127.774
731.18 21.51 C
Sum Weight: 3254.20 13941.72 OTM 55661.42
lb-ft
1522.69
Tower Forces - Service - Wind Normal To Face
Section
Elevation
ft
Add
Weight
lb
Self
Weight
lb
F
a
c e
e CF
qz
psf
DF
DR
AE
ft2
F
lb
w
plf
Ctrl.
Face
L1
80.00-35.00
1454.47 3827.41 A
B C
1
1 1
0.65
0.65 0.65
17 1
1 1
1
1 1
120.899
120.899 120.899
1473.55 32.75 C
L2 35.00-1.00 1799.73 7779.91 A
B C
1
1 1
0.65
0.65 0.65
16 1
1 1
1
1 1
124.001
124.001 124.001
1375.60 40.46 C
Sum Weight: 3254.20 11607.33 OTM 103862.70
lb-ft
2849.15
Tower Forces - Service - Wind 60 To Face
Section
Elevation
ft
Add
Weight
lb
Self
Weight
lb
F
a c
e
e CF
qz
psf
DF
DR
AE
ft2
F
lb
w
plf
Ctrl.
Face
L1
80.00-35.00
1454.47 3827.41 A
B C
1
1 1
0.65
0.65 0.65
17 1
1 1
1
1 1
120.899
120.899 120.899
1473.55 32.75 C
L2 35.00-1.00 1799.73 7779.91 A
B C
1
1 1
0.65
0.65 0.65
16 1
1 1
1
1 1
124.001
124.001 124.001
1375.60 40.46 C
Sum Weight: 3254.20 11607.33 OTM 103862.70
lb-ft
2849.15
Tower Forces - Service - Wind 90 To Face
Section
Elevation
ft
Add
Weight
lb
Self
Weight
lb
F
a c
e
e CF
qz
psf
DF
DR
AE
ft2
F
lb
w
plf
Ctrl.
Face
L1 1454.47 3827.41 A 1 0.65 17 1 1 120.899 1473.55 32.75 C
ttnnxxTToowweerr Job
649500
Page
8 of 18
Vector Engineering
9138 S. State Street Suite 101
Project
U1223-297-131
Date
12:19:18 02/27/14
Sandy, UT 84070
Phone: (801) 990-1775 FAX: (801) 990-1776
Client
Larson Camouflage Designed by
esumsion
Section Elevation
ft
Add Weight
lb
Self Weight
lb
F a
c
e
e CF
qz
psf
DF
DR
AE
ft2
F
lb
w
plf
Ctrl. Face
80.00-35.00 B
C
1
1
0.65
0.65
1
1
1
1
120.899
120.899
L2 35.00-1.00 1799.73 7779.91 A B
C
1 1
1
0.65 0.65
0.65
16 1 1
1
1 1
1
124.001 124.001
124.001
1375.60 40.46 C
Sum Weight: 3254.20 11607.33 OTM 103862.70 lb-ft
2849.15
Force Totals
Load
Case
Vertical
Forces
lb
Sum of
Forces X
lb
Sum of
Forces Z
lb
Sum of
Overturning Moments, Mx
lb-ft
Sum of
Overturning Moments, Mz
lb-ft
Sum of Torques
lb-ft
Leg Weight 11607.33 Bracing Weight 0.00
Total Member Self-Weight 11607.33 0.00 0.00
Total Weight 31184.53 0.00 0.00 Wind 0 deg - No Ice 0.00 -56522.35 -2870293.62 0.00 0.00
Wind 90 deg - No Ice 56522.35 0.00 0.00 -2870293.62 0.00
Wind 180 deg - No Ice 0.00 56522.35 2870293.62 0.00 0.00 Member Ice 2334.39
Total Weight Ice 38480.65 0.00 0.00
Wind 0 deg - Ice 0.00 -7837.19 -392511.36 0.00 0.00 Wind 90 deg - Ice 7837.19 0.00 0.00 -392511.36 0.00
Wind 180 deg - Ice 0.00 7837.19 392511.36 0.00 0.00
Total Weight 31184.53 0.00 0.00 Wind 0 deg - Service 0.00 -22476.72 -1141403.31 0.00 0.00
Wind 90 deg - Service 22476.72 0.00 0.00 -1141403.31 0.00
Wind 180 deg - Service 0.00 22476.72 1141403.31 0.00 0.00
Load Combinations
Comb.
+o.
Description
1 Dead Only
2 1.2 Dead+1.6 Wind 0 deg - No Ice 3 0.9 Dead+1.6 Wind 0 deg - No Ice
4 1.2 Dead+1.6 Wind 90 deg - No Ice 5 0.9 Dead+1.6 Wind 90 deg - No Ice
6 1.2 Dead+1.6 Wind 180 deg - No Ice
7 0.9 Dead+1.6 Wind 180 deg - No Ice 8 1.2 Dead+1.0 Ice+1.0 Temp
9 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp
10 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 11 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp
12 Dead+Wind 0 deg - Service
13 Dead+Wind 90 deg - Service 14 Dead+Wind 180 deg - Service
ttnnxxTToowweerr Job
649500
Page
9 of 18
Vector Engineering
9138 S. State Street Suite 101
Project
U1223-297-131
Date
12:19:18 02/27/14
Sandy, UT 84070
Phone: (801) 990-1775 FAX: (801) 990-1776
Client
Larson Camouflage Designed by
esumsion
Maximum Member Forces
Section
+o.
Elevation
ft
Component
Type
Condition Gov.
Load Comb.
Axial
lb
Major Axis
Moment lb-ft
Minor Axis
Moment lb-ft
L1 80 - 35 Pole Max Tension 2 0.04 0.00 -0.01
Max. Compression 8 -26663.26 0.00 0.00 Max. Mx 4 -18615.89 -1379131.9
3
0.00
Max. My 2 -18615.89 0.00 1379131.93 Max. Vy 4 64808.93 -1379131.9
3
0.00
Max. Vx 2 -64808.93 0.00 1379131.93 L2 35 - 1 Pole Max Tension 1 0.00 0.00 0.00
Max. Compression 8 -44895.54 0.00 0.00
Max. Mx 4 -37323.35 -4638132.63
0.00
Max. My 2 -37323.35 0.00 4638132.63
Max. Vy 4 90474.16 -4638132.63
0.00
Max. Vx 2 -90474.16 0.00 4638132.63
Maximum Reactions
Location Condition Gov.
Load
Comb.
Vertical
lb
Horizontal, X
lb
Horizontal, Z
lb
Pole Max. Vert 8 44895.54 0.00 0.00 Max. Hx 14 31184.52 0.00 -22476.28
Max. Hz 3 28066.02 0.00 90434.24
Max. Mx 2 4638132.63 0.00 90433.67 Max. Mz 4 4638132.63 -90433.67 0.00
Max. Torsion 1 0.00 0.00 0.00
Min. Vert 5 28066.02 -90434.24 0.00 Min. Hx 5 28066.02 -90434.24 0.00
Min. Hz 7 28066.02 0.00 -90434.24
Min. Mx 6 -4638132.63 0.00 -90433.67 Min. Mz 1 0.00 0.00 0.00
Min. Torsion 1 0.00 0.00 0.00
Tower Mast Reaction Summary
Load
Combination
Vertical
lb
Shearx
lb
Shearz
lb
Overturning
Moment, Mx lb-ft
Overturning
Moment, Mz lb-ft
Torque
lb-ft
Dead Only 31184.53 0.00 0.00 0.00 0.00 0.00 1.2 Dead+1.6 Wind 0 deg - No
Ice
37421.36 0.00 -90433.67 -4638132.63 0.00 0.00
0.9 Dead+1.6 Wind 0 deg - No Ice
28066.02 0.00 -90434.24 -4625849.28 0.00 0.00
1.2 Dead+1.6 Wind 90 deg - No
Ice
37421.36 90433.67 0.00 0.00 -4638132.63 0.00
0.9 Dead+1.6 Wind 90 deg - No
Ice
28066.02 90434.24 0.00 0.00 -4625849.28 0.00
ttnnxxTToowweerr Job
649500
Page
10 of 18
Vector Engineering
9138 S. State Street Suite 101
Project
U1223-297-131
Date
12:19:18 02/27/14
Sandy, UT 84070
Phone: (801) 990-1775 FAX: (801) 990-1776
Client
Larson Camouflage Designed by
esumsion
Load Combination
Vertical
lb
Shearx
lb
Shearz
lb
Overturning Moment, Mx
lb-ft
Overturning Moment, Mz
lb-ft
Torque
lb-ft
1.2 Dead+1.6 Wind 180 deg - No Ice
37421.36 0.00 90433.67 4638132.63 0.00 0.00
0.9 Dead+1.6 Wind 180 deg -
No Ice
28066.02 0.00 90434.24 4625849.28 0.00 0.00
1.2 Dead+1.0 Ice+1.0 Temp 44895.54 0.00 0.00 0.00 0.00 0.00
1.2 Dead+1.0 Wind 0 deg+1.0
Ice+1.0 Temp
44895.54 0.00 -7837.07 -397699.08 0.00 0.00
1.2 Dead+1.0 Wind 90 deg+1.0
Ice+1.0 Temp
44895.54 7837.07 0.00 0.00 -397699.08 0.00
1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp
44895.54 0.00 7837.07 397699.08 0.00 0.00
Dead+Wind 0 deg - Service 31184.52 0.00 -22476.28 -1151437.65 0.00 0.00
Dead+Wind 90 deg - Service 31184.52 22476.28 0.00 0.00 -1151437.65 0.00 Dead+Wind 180 deg - Service 31184.52 0.00 22476.28 1151437.65 0.00 0.00
Solution Summary
Load
Comb.
Sum of Applied Forces Sum of Reactions
% Error PX
lb
PY
lb
PZ
lb
PX
lb
PY
lb
PZ
lb
1 0.00 -31184.53 0.00 0.00 31184.53 0.00 0.000%
2 0.00 -37421.43 -90435.76 0.00 37421.36 90433.67 0.002%
3 0.00 -28066.07 -90435.76 0.00 28066.02 90434.24 0.002% 4 90435.76 -37421.43 0.00 -90433.67 37421.36 0.00 0.002%
5 90435.76 -28066.07 0.00 -90434.24 28066.02 0.00 0.002%
6 0.00 -37421.43 90435.76 0.00 37421.36 -90433.67 0.002% 7 0.00 -28066.07 90435.76 0.00 28066.02 -90434.24 0.002%
8 0.00 -44895.54 0.00 0.00 44895.54 0.00 0.000%
9 0.00 -44895.54 -7837.19 0.00 44895.54 7837.07 0.000% 10 7837.19 -44895.54 0.00 -7837.07 44895.54 0.00 0.000%
11 0.00 -44895.54 7837.19 0.00 44895.54 -7837.07 0.000%
12 0.00 -31184.53 -22476.72 0.00 31184.52 22476.28 0.001% 13 22476.72 -31184.53 0.00 -22476.28 31184.52 0.00 0.001%
14 0.00 -31184.53 22476.72 0.00 31184.52 -22476.28 0.001%
Non-Linear Convergence Results
Load Combination
Converged? +umber of Cycles
Displacement Tolerance
Force Tolerance
1 Yes 6 0.00000001 0.00000001
2 Yes 7 0.00000001 0.00014772
3 Yes 7 0.00000001 0.00011539 4 Yes 7 0.00000001 0.00014772
5 Yes 7 0.00000001 0.00011539
6 Yes 7 0.00000001 0.00014772 7 Yes 7 0.00000001 0.00011539
8 Yes 6 0.00000001 0.00000001
9 Yes 7 0.00000001 0.00012279 10 Yes 7 0.00000001 0.00012279
11 Yes 7 0.00000001 0.00012279
12 Yes 7 0.00000001 0.00008555 13 Yes 7 0.00000001 0.00008555
14 Yes 7 0.00000001 0.00008555
ttnnxxTToowweerr Job
649500
Page
11 of 18
Vector Engineering
9138 S. State Street Suite 101
Project
U1223-297-131
Date
12:19:18 02/27/14
Sandy, UT 84070
Phone: (801) 990-1775 FAX: (801) 990-1776
Client
Larson Camouflage Designed by
esumsion
Maximum Tower Deflections - Service Wind
Section +o.
Elevation
ft
Horz. Deflection
in
Gov. Load
Comb.
Tilt
°
Twist
°
L1 80 - 35 9.589 12 0.9605 0.0000
L2 40.33 - 1 2.619 12 0.5797 0.0000
Critical Deflections and Radius of Curvature - Service Wind
Elevation
ft
Appurtenance Gov.
Load Comb.
Deflection
in
Tilt
°
Twist
°
Radius of
Curvature ft
82.50 Top Hat with (2) 4 ft, and (2) 6 ft
branches
12 9.589 0.9605 0.0000 22989
82.00 Generic 4' lightning rod 12 9.589 0.9605 0.0000 22989 78.00 American Tower (135 sq ft - 2800
lbs)
12 9.183 0.9438 0.0000 22989
75.70 (25) 4 ft branches 12 8.717 0.9247 0.0000 22989 68.00 American Tower (105 sq-ft - 1800
lbs)
12 7.182 0.8594 0.0000 9579
65.20 (37) 6 ft branches 12 6.640 0.8349 0.0000 7766 58.00 American Tower (105 sq-ft - 1800
lbs)
12 5.306 0.7690 0.0000 5224
52.60 (37) 6 ft branches 12 4.382 0.7160 0.0000 4194 48.00 American Tower (105 sq-ft - 1800
lbs)
12 3.660 0.6678 0.0000 3591
42.00 (25) 8 ft branches 12 2.827 0.5998 0.0000 3064 40.00 6' HP Microwave Dish 12 2.579 0.5757 0.0000 3026
33.30 (26) 8 ft branches 12 1.865 0.4896 0.0000 3527
30.00 6' HP Microwave Dish 12 1.572 0.4444 0.0000 3928 24.40 (26) 10 ft branches 12 1.148 0.3643 0.0000 4868
Maximum Tower Deflections - Design Wind
Section
+o.
Elevation
ft
Horz.
Deflection in
Gov.
Load Comb.
Tilt
°
Twist
°
L1 80 - 35 38.619 4 3.8701 0.0000
L2 40.33 - 1 10.551 4 2.3358 0.0000
Critical Deflections and Radius of Curvature - Design Wind
Elevation
ft
Appurtenance Gov.
Load
Comb.
Deflection
in
Tilt
°
Twist
°
Radius of
Curvature
ft
82.50 Top Hat with (2) 4 ft, and (2) 6 ft 4 38.619 3.8701 0.0000 5746
ttnnxxTToowweerr Job
649500
Page
12 of 18
Vector Engineering
9138 S. State Street Suite 101
Project
U1223-297-131
Date
12:19:18 02/27/14
Sandy, UT 84070
Phone: (801) 990-1775 FAX: (801) 990-1776
Client
Larson Camouflage Designed by
esumsion
Elevation
ft
Appurtenance Gov. Load
Comb.
Deflection
in
Tilt
°
Twist
°
Radius of Curvature
ft
branches 82.00 Generic 4' lightning rod 4 38.619 3.8701 0.0000 5746
78.00 American Tower (135 sq ft - 2800
lbs)
4 36.983 3.8031 0.0000 5746
75.70 (25) 4 ft branches 4 35.107 3.7259 0.0000 5746
68.00 American Tower (105 sq-ft - 1800
lbs)
4 28.926 3.4627 0.0000 2393
65.20 (37) 6 ft branches 4 26.742 3.3639 0.0000 1940
58.00 American Tower (105 sq-ft - 1800
lbs)
4 21.373 3.0984 0.0000 1304
52.60 (37) 6 ft branches 4 17.652 2.8849 0.0000 1046
48.00 American Tower (105 sq-ft - 1800
lbs)
4 14.744 2.6906 0.0000 895
42.00 (25) 8 ft branches 2 11.387 2.4167 0.0000 763
40.00 6' HP Microwave Dish 4 10.391 2.3195 0.0000 753
33.30 (26) 8 ft branches 2 7.515 1.9725 0.0000 877 30.00 6' HP Microwave Dish 2 6.332 1.7905 0.0000 977
24.40 (26) 10 ft branches 2 4.624 1.4676 0.0000 1210
Compression Checks
Pole Design Data
Section
+o.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
lb
φPn
lb
Ratio
Pu
φPn
L1 80 - 77.9121 TP38.5x25x0.25 45.00 0.00 0.0 20.1361 -2964.42 1490600.00 0.002
77.9121 - 75.8242
20.6332 -3204.30 1517760.00 0.002
75.8242 -
73.7363
21.1302 -4003.41 1544460.00 0.003
73.7363 -
71.6484
21.6272 -4256.09 1570690.00 0.003
71.6484 - 69.5605
22.1242 -4515.33 1596460.00 0.003
69.5605 -
67.4726
22.6213 -6410.93 1621770.00 0.004
67.4726 -
65.3847
23.1183 -6689.66 1646610.00 0.004
65.3847 - 63.2968
23.6153 -8305.67 1670990.00 0.005
63.2968 -
61.2089
24.1123 -8610.62 1694900.00 0.005
61.2089 -
59.1211
24.6094 -8926.17 1718350.00 0.005
59.1211 -
57.0332
25.1064 -10930.60 1741340.00 0.006
57.0332 - 54.9453
25.6034 -11280.00 1763860.00 0.006
54.9453 -
52.8574
26.1004 -11641.50 1785920.00 0.007
52.8574 -
50.7695
26.5975 -13409.00 1807510.00 0.007
50.7695 - 27.0945 -13809.40 1828640.00 0.008
ttnnxxTToowweerr Job
649500
Page
13 of 18
Vector Engineering
9138 S. State Street Suite 101
Project
U1223-297-131
Date
12:19:18 02/27/14
Sandy, UT 84070
Phone: (801) 990-1775 FAX: (801) 990-1776
Client
Larson Camouflage Designed by
esumsion
Section +o.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
lb
φPn
lb
Ratio
Pu
φPn
48.6816
48.6816 -
46.5937
27.5915 -15985.80 1849310.00 0.009
46.5937 -
44.5058
28.0885 -16432.30 1869510.00 0.009
44.5058 - 42.4179
28.5855 -16893.20 1889240.00 0.009
42.4179 -
40.33
29.0826 -18615.90 1908520.00 0.010
40.33 - 35 30.3514 -7655.72 1955620.00 0.004
L2 40.33 - 35 TP48.2x36.401x0.4375 39.33 0.00 0.0 52.1602 -12998.50 3875240.00 0.003
35 - 33.2105 52.9057 -22639.10 3930630.00 0.006 33.2105 -
31.4211
53.6512 -23261.40 3986010.00 0.006
31.4211 - 29.6316
54.3966 -23840.10 4041400.00 0.006
29.6316 -
27.8421
55.1421 -24488.10 4096780.00 0.006
27.8421 -
26.0526
55.8876 -25145.80 4152170.00 0.006
26.0526 - 24.2632
56.6331 -27671.20 4207550.00 0.007
24.2632 -
22.4737
57.3785 -28361.50 4262940.00 0.007
22.4737 -
20.6842
58.1240 -29061.40 4318320.00 0.007
20.6842 - 18.8947
58.8695 -29770.90 4373710.00 0.007
18.8947 -
17.1053
59.6150 -30489.40 4429090.00 0.007
17.1053 -
15.3158
60.3604 -31216.80 4484480.00 0.007
15.3158 - 13.5263
61.1059 -31952.70 4533940.00 0.007
13.5263 -
11.7368
61.8514 -32696.80 4575120.00 0.007
11.7368 -
9.94737
62.5968 -33449.00 4615950.00 0.007
9.94737 -
8.15789
63.3423 -34209.10 4656440.00 0.007
8.15789 - 6.36842
64.0878 -34976.70 4696590.00 0.007
6.36842 -
4.57895
64.8333 -35751.70 4736400.00 0.008
4.57895 -
2.78947
65.5787 -36534.00 4775870.00 0.008
2.78947 - 1 66.3242 -37323.40 4815000.00 0.008
Pole Bending Design Data
Section
+o.
Elevation
ft
Size
Mux
lb-ft
φMnx
lb-ft
Ratio
Mux
φMnx
Muy
lb-ft
φMny
lb-ft
Ratio
Muy
φMny
L1 80 - 77.9121 TP38.5x25x0.25 8242.82 776292.50 0.011 0.00 776292.50 0.000
77.9121 - 75.8242
34154.67 810139.17 0.042 0.00 810139.17 0.000
ttnnxxTToowweerr Job
649500
Page
14 of 18
Vector Engineering
9138 S. State Street Suite 101
Project
U1223-297-131
Date
12:19:18 02/27/14
Sandy, UT 84070
Phone: (801) 990-1775 FAX: (801) 990-1776
Client
Larson Camouflage Designed by
esumsion
Section +o.
Elevation
ft
Size
Mux
lb-ft
φMnx
lb-ft
Ratio
Mux
φMnx
Muy
lb-ft
φMny
lb-ft
Ratio
Muy
φMny
75.8242 -
73.7363
67228.83 844433.33 0.080 0.00 844433.33 0.000
73.7363 - 71.6484
101248.33 879166.67 0.115 0.00 879166.67 0.000
71.6484 -
69.5605
135800.83 914316.67 0.149 0.00 914316.67 0.000
69.5605 -
67.4726
175184.17 949858.33 0.184 0.00 949858.33 0.000
67.4726 - 65.3847
227790.83 985783.33 0.231 0.00 985783.33 0.000
65.3847 -
63.2968
294353.33 1022066.67 0.288 0.00 1022066.67 0.000
63.2968 -
61.2089
362779.17 1058691.67 0.343 0.00 1058691.67 0.000
61.2089 - 59.1211
431772.50 1095650.00 0.394 0.00 1095650.00 0.000
59.1211 -
57.0332
509149.17 1132908.33 0.449 0.00 1132908.33 0.000
57.0332 -
54.9453
596154.17 1170458.33 0.509 0.00 1170458.33 0.000
54.9453 - 52.8574
683736.67 1208275.00 0.566 0.00 1208275.00 0.000
52.8574 -
50.7695
784799.17 1246350.00 0.630 0.00 1246350.00 0.000
50.7695 -
48.6816
888258.33 1284658.33 0.691 0.00 1284658.33 0.000
48.6816 - 46.5937
1003525.00 1323175.00 0.758 0.00 1323175.00 0.000
46.5937 -
44.5058
1124808.33 1361900.00 0.826 0.00 1361900.00 0.000
44.5058 -
42.4179
1246666.67 1400800.00 0.890 0.00 1400800.00 0.000
42.4179 - 40.33
1379133.33 1439866.67 0.958 0.00 1439866.67 0.000
40.33 - 35 657059.17 1540208.33 0.427 0.00 1540208.33 0.000
L2 40.33 - 35 TP48.2x36.401x0.4375 1087016.67 2982066.67 0.365 0.00 2982066.67 0.000 35 - 33.2105 1868525.00 3068408.33 0.609 0.00 3068408.33 0.000
33.2105 - 31.4211
2003850.00 3155991.67 0.635 0.00 3155991.67 0.000
31.4211 -
29.6316
2140875.00 3244800.00 0.660 0.00 3244800.00 0.000
29.6316 -
27.8421
2283150.00 3334841.67 0.685 0.00 3334841.67 0.000
27.8421 - 26.0526
2425875.00 3426116.67 0.708 0.00 3426116.67 0.000
26.0526 -
24.2632
2570033.33 3518625.00 0.730 0.00 3518625.00 0.000
24.2632 -
22.4737
2726541.67 3612366.67 0.755 0.00 3612366.67 0.000
22.4737 - 20.6842
2883491.67 3707341.67 0.778 0.00 3707341.67 0.000
20.6842 -
18.8947
3040875.00 3803541.67 0.799 0.00 3803541.67 0.000
18.8947 -
17.1053
3198683.33 3900983.33 0.820 0.00 3900983.33 0.000
17.1053 - 15.3158
3356925.00 3999650.00 0.839 0.00 3999650.00 0.000
15.3158 -
13.5263
3515591.67 4094208.33 0.859 0.00 4094208.33 0.000
13.5263 - 3674691.67 4182291.67 0.879 0.00 4182291.67 0.000
ttnnxxTToowweerr Job
649500
Page
15 of 18
Vector Engineering
9138 S. State Street Suite 101
Project
U1223-297-131
Date
12:19:18 02/27/14
Sandy, UT 84070
Phone: (801) 990-1775 FAX: (801) 990-1776
Client
Larson Camouflage Designed by
esumsion
Section +o.
Elevation
ft
Size
Mux
lb-ft
φMnx
lb-ft
Ratio
Mux
φMnx
Muy
lb-ft
φMny
lb-ft
Ratio
Muy
φMny
11.7368
11.7368 -
9.94737
3834208.33 4270966.67 0.898 0.00 4270966.67 0.000
9.94737 -
8.15789
3994158.33 4360233.33 0.916 0.00 4360233.33 0.000
8.15789 - 6.36842
4154525.00 4450083.33 0.934 0.00 4450083.33 0.000
6.36842 -
4.57895
4315308.33 4540491.67 0.950 0.00 4540491.67 0.000
4.57895 -
2.78947
4476508.33 4631458.33 0.967 0.00 4631458.33 0.000
2.78947 - 1 4638133.33 4722975.00 0.982 0.00 4722975.00 0.000
Pole Shear Design Data
Section
+o.
Elevation
ft
Size
Actual
Vu
lb
φVn
lb
Ratio
Vu
φVn
Actual
Tu
lb-ft
φTn
lb-ft
Ratio
Tu
φTn
L1 80 - 77.9121 TP38.5x25x0.25 12289.10 745300.00 0.016 0.00 1554483.33 0.000
77.9121 - 75.8242
12533.30 758881.00 0.017 0.00 1622258.33 0.000
75.8242 -
73.7363
16168.20 772230.00 0.021 0.00 1690941.67 0.000
73.7363 -
71.6484
16421.70 785346.00 0.021 0.00 1760483.33 0.000
71.6484 - 69.5605
16679.70 798231.00 0.021 0.00 1830866.67 0.000
69.5605 -
67.4726
25066.50 810884.00 0.031 0.00 1902041.67 0.000
67.4726 -
65.3847
25332.10 823305.00 0.031 0.00 1973975.00 0.000
65.3847 - 63.2968
32642.70 835494.00 0.039 0.00 2046633.33 0.000
63.2968 -
61.2089
32913.80 847451.00 0.039 0.00 2119983.33 0.000
61.2089 -
59.1211
33188.10 859176.00 0.039 0.00 2193975.00 0.000
59.1211 -
57.0332
41542.20 870668.00 0.048 0.00 2268583.33 0.000
57.0332 - 54.9453
41819.60 881929.00 0.047 0.00 2343775.00 0.000
54.9453 -
52.8574
42099.20 892958.00 0.047 0.00 2419508.33 0.000
52.8574 -
50.7695
49426.40 903755.00 0.055 0.00 2495741.67 0.000
50.7695 - 48.6816
49707.30 914320.00 0.054 0.00 2572450.00 0.000
48.6816 -
46.5937
57970.10 924653.00 0.063 0.00 2649591.67 0.000
46.5937 -
44.5058
58249.50 934754.00 0.062 0.00 2727133.33 0.000
44.5058 - 42.4179
58529.70 944622.00 0.062 0.00 2805033.33 0.000
42.4179 -
40.33
64808.90 954259.00 0.068 0.00 2883258.33 0.000
40.33 - 35 26322.50 977808.00 0.027 0.00 3084175.00 0.000
ttnnxxTToowweerr Job
649500
Page
16 of 18
Vector Engineering
9138 S. State Street Suite 101
Project
U1223-297-131
Date
12:19:18 02/27/14
Sandy, UT 84070
Phone: (801) 990-1775 FAX: (801) 990-1776
Client
Larson Camouflage Designed by
esumsion
Section +o.
Elevation
ft
Size
Actual Vu
lb
φVn
lb
Ratio
Vu
φVn
Actual Tu
lb-ft
φTn
lb-ft
Ratio
Tu
φTn
L2 40.33 - 35 TP48.2x36.401x0.4375 42817.90 1937620.00 0.022 0.00 5971424.67 0.000
35 - 33.2105 75518.10 1965310.00 0.038 0.00 6144324.67 0.000
33.2105 - 31.4211
75770.00 1993010.00 0.038 0.00 6319700.00 0.000
31.4211 -
29.6316
79406.10 2020700.00 0.039 0.00 6497533.33 0.000
29.6316 -
27.8421
79656.80 2048390.00 0.039 0.00 6677841.33 0.000
27.8421 - 26.0526
79906.80 2076080.00 0.038 0.00 6860616.67 0.000
26.0526 -
24.2632
87367.40 2103780.00 0.042 0.00 7045858.00 0.000
24.2632 -
22.4737
87612.30 2131470.00 0.041 0.00 7233566.67 0.000
22.4737 - 20.6842
87856.20 2159160.00 0.041 0.00 7423750.00 0.000
20.6842 -
18.8947
88099.10 2186850.00 0.040 0.00 7616391.33 0.000
18.8947 -
17.1053
88340.90 2214550.00 0.040 0.00 7811508.00 0.000
17.1053 - 15.3158
88581.80 2242240.00 0.040 0.00 8009091.33 0.000
15.3158 -
13.5263
88821.60 2266970.00 0.039 0.00 8198433.33 0.000
13.5263 -
11.7368
89060.50 2287560.00 0.039 0.00 8374833.33 0.000
11.7368 - 9.94737
89298.40 2307970.00 0.039 0.00 8552416.67 0.000
9.94737 -
8.15789
89535.40 2328220.00 0.038 0.00 8731166.67 0.000
8.15789 -
6.36842
89771.40 2348300.00 0.038 0.00 8911083.33 0.000
6.36842 - 4.57895
90006.50 2368200.00 0.038 0.00 9092083.33 0.000
4.57895 -
2.78947
90240.80 2387930.00 0.038 0.00 9274250.00 0.000
2.78947 - 1 90474.20 2407500.00 0.038 0.00 9457500.00 0.000
Pole Interaction Design Data
Section +o.
Elevation
ft
Ratio
Pu
φPn
Ratio
Mux
φMnx
Ratio
Muy
φMny
Ratio
Vu
φVn
Ratio
Tu
φTn
Comb. Stress
Ratio
Allow. Stress
Ratio
Criteria
L1 80 - 77.9121 0.002 0.011 0.000 0.016 0.000 0.013
1.000 4.8.2
77.9121 -
75.8242
0.002 0.042 0.000 0.017 0.000 0.045
1.000 4.8.2
75.8242 - 73.7363
0.003 0.080 0.000 0.021 0.000 0.083
1.000 4.8.2
73.7363 -
71.6484
0.003 0.115 0.000 0.021 0.000 0.118
1.000 4.8.2
71.6484 -
69.5605
0.003 0.149 0.000 0.021 0.000 0.152
1.000 4.8.2
ttnnxxTToowweerr Job
649500
Page
17 of 18
Vector Engineering
9138 S. State Street Suite 101
Project
U1223-297-131
Date
12:19:18 02/27/14
Sandy, UT 84070
Phone: (801) 990-1775 FAX: (801) 990-1776
Client
Larson Camouflage Designed by
esumsion
Section +o.
Elevation
ft
Ratio
Pu
φPn
Ratio
Mux
φMnx
Ratio
Muy
φMny
Ratio
Vu
φVn
Ratio
Tu
φTn
Comb. Stress
Ratio
Allow. Stress
Ratio
Criteria
69.5605 -
67.4726
0.004 0.184 0.000 0.031 0.000 0.189
1.000 4.8.2
67.4726 -
65.3847
0.004 0.231 0.000 0.031 0.000 0.236
1.000 4.8.2
65.3847 - 63.2968
0.005 0.288 0.000 0.039 0.000 0.294
1.000 4.8.2
63.2968 -
61.2089
0.005 0.343 0.000 0.039 0.000 0.349
1.000 4.8.2
61.2089 -
59.1211
0.005 0.394 0.000 0.039 0.000 0.401
1.000 4.8.2
59.1211 - 57.0332
0.006 0.449 0.000 0.048 0.000 0.458
1.000 4.8.2
57.0332 -
54.9453
0.006 0.509 0.000 0.047 0.000 0.518
1.000 4.8.2
54.9453 -
52.8574
0.007 0.566 0.000 0.047 0.000 0.575
1.000 4.8.2
52.8574 - 50.7695
0.007 0.630 0.000 0.055 0.000 0.640
1.000 4.8.2
50.7695 -
48.6816
0.008 0.691 0.000 0.054 0.000 0.702
1.000 4.8.2
48.6816 -
46.5937
0.009 0.758 0.000 0.063 0.000 0.771
1.000 4.8.2
46.5937 - 44.5058
0.009 0.826 0.000 0.062 0.000 0.839
1.000 4.8.2
44.5058 -
42.4179
0.009 0.890 0.000 0.062 0.000 0.903
1.000 4.8.2
42.4179 -
40.33
0.010 0.958 0.000 0.068 0.000 0.972
1.000 4.8.2
40.33 - 35 0.004 0.427 0.000 0.027 0.000 0.431
1.000 4.8.2
L2 40.33 - 35 0.003 0.365 0.000 0.022 0.000 0.368
1.000 4.8.2
35 - 33.2105 0.006 0.609 0.000 0.038 0.000 0.616
1.000 4.8.2
33.2105 - 31.4211
0.006 0.635 0.000 0.038 0.000 0.642
1.000 4.8.2
31.4211 -
29.6316
0.006 0.660 0.000 0.039 0.000 0.667
1.000 4.8.2
29.6316 -
27.8421
0.006 0.685 0.000 0.039 0.000 0.692
1.000 4.8.2
27.8421 - 26.0526
0.006 0.708 0.000 0.038 0.000 0.716
1.000 4.8.2
26.0526 -
24.2632
0.007 0.730 0.000 0.042 0.000 0.739
1.000 4.8.2
24.2632 -
22.4737
0.007 0.755 0.000 0.041 0.000 0.763
1.000 4.8.2
22.4737 - 20.6842
0.007 0.778 0.000 0.041 0.000 0.786
1.000 4.8.2
20.6842 -
18.8947
0.007 0.799 0.000 0.040 0.000 0.808
1.000 4.8.2
18.8947 -
17.1053
0.007 0.820 0.000 0.040 0.000 0.828
1.000 4.8.2
ttnnxxTToowweerr Job
649500
Page
18 of 18
Vector Engineering
9138 S. State Street Suite 101
Project
U1223-297-131
Date
12:19:18 02/27/14
Sandy, UT 84070
Phone: (801) 990-1775 FAX: (801) 990-1776
Client
Larson Camouflage Designed by
esumsion
Section +o.
Elevation
ft
Ratio
Pu
φPn
Ratio
Mux
φMnx
Ratio
Muy
φMny
Ratio
Vu
φVn
Ratio
Tu
φTn
Comb. Stress
Ratio
Allow. Stress
Ratio
Criteria
17.1053 -
15.3158
0.007 0.839 0.000 0.040 0.000 0.848
1.000 4.8.2
15.3158 -
13.5263
0.007 0.859 0.000 0.039 0.000 0.867
1.000 4.8.2
13.5263 - 11.7368
0.007 0.879 0.000 0.039 0.000 0.887
1.000 4.8.2
11.7368 -
9.94737
0.007 0.898 0.000 0.039 0.000 0.906
1.000 4.8.2
9.94737 -
8.15789
0.007 0.916 0.000 0.038 0.000 0.925
1.000 4.8.2
8.15789 - 6.36842
0.007 0.934 0.000 0.038 0.000 0.942
1.000 4.8.2
6.36842 -
4.57895
0.008 0.950 0.000 0.038 0.000 0.959
1.000 4.8.2
4.57895 -
2.78947
0.008 0.967 0.000 0.038 0.000 0.976
1.000 4.8.2
2.78947 - 1 0.008 0.982 0.000 0.038 0.000 0.991
1.000 4.8.2
Section Capacity Table
Section
+o.
Elevation
ft
Component
Type
Size Critical
Element
P
lb
øPallow
lb
%
Capacity
Pass
Fail
L1 80 - 35 Pole TP38.5x25x0.25 1 -18615.90 1908520.00 97.2 Pass
L2 35 - 1 Pole TP48.2x36.401x0.4375 2 -37323.40 4815000.00 99.1 Pass Summary
Pole (L2) 99.1 Pass RATI�G = 99.1 Pass
Program Version 6.1.3.1 - 7/25/2013 File:N:/2013 Projects/U1223 Larson Camouflage/U1223-297-131 649500 Squaw Creek (WY, 80' monopine with FZL,
G)/ENG/Tower/649500.eri
Vector Engineering 9138 S. State Street Suite 101
Sandy, UT 84070 Phone: (801) 990-1775
FAX: (801) 990-1776
Job: 649500
Project: U1223-297-131
Client: Larson Camouflage Drawn by: esumsion App'd:
Code: TIA-222-G Date: 02/27/14 Scale: NTS Path:
N:\2013 Projects\U1223 Larson Camouflage\U1223-297-131 649500 Squaw Creek (WY, 80' monopine with FZL, G)\ENG\Tower\649500.eri
Dwg No. E-4
0
0
50000
50000
100000
100000
Global Mast Shear (lb)
80.00
35.00
1.00
Ele
va
tio
n (
ft)
0
0
5e+006
5e+006
Global Mast Moment (lb-ft)
80.00
35.00
1.00
TIA-222-G - 90 mph/30 mph 0.2500 in Ice Exposure C Maximum Values
Vx Vz Mx Mz
Vector Engineering 9138 S. State Street Suite 101
Sandy, UT 84070 Phone: (801) 990-1775
FAX: (801) 990-1776
Job: 649500
Project: U1223-297-131
Client: Larson Camouflage Drawn by: esumsion App'd:
Code: TIA-222-G Date: 02/27/14 Scale: NTS Path:
N:\2013 Projects\U1223 Larson Camouflage\U1223-297-131 649500 Squaw Creek (WY, 80' monopine with FZL, G)\ENG\Tower\649500.eri
Dwg No. E-5
TIA-222-G - Service - 60 mph Maximum Values
0
0
5
5
10
10
Deflection (in)
80.00
35.00
1.00
Ele
va
tio
n (
ft)
0
0
0.5
0.5
1
1
Tilt (deg)0
0
0.05
0.05
0.1
0.1
Twist (deg)
80.00
35.00
1.00
N:\Logos\VectorLogo.gif
JOB NO.: U1223-297-131 DESIGNED: CMP
DATE: 12/06/13 CHECKED: JSP
SHEET OF
PROJECT: SQUAW CREEK
Reinforced Access Port Analysis @ 42' A.G.L.
Reinforced Access Port:
Width, w: 8 inches
Height 22 inches
Thickness, t1: 0.5 inches
Depth, d: 3 inches
Projection, p: 0.5 inches
Pole Shaft Loading:
Mu: 1379 kip-ft
Pu: 18.6 kips
Vu: 64.8 kips
Properties @ Access Port:
Flat-Flat Dia: 36.4 in
Pole Thickness, t2: 1/4 in
APoleNoAccess: 28.4 in2
IPoleNoAccess: 4638.1 in4
SPoleNoAccess: 254.8 in3
SPoleNoAccess: 254.8 in3
Areinforced: 31.6 in2
Ireinforced: 5126.5 in4
Sreinforced: 281.7 in3
K: 1
L: 80 ft E: 29000 ksi
r: 12.74 in Rim Fy: 50 ksi
F'y: 73.3 ksi Pole Fy: 65 ksi
KL/r: 75.4
λc: 1.2
Fcr: 39.9 ksi
Mn: 1720.1 kip-ft
Pn: 1259.8 kip
Vn: 1157.8 kip
Interaction Check: 0.91 OKAY
Added Weight Per Port 13 lbs
Note:Section properities are base on an equivalent circular tube as shown in the illustration above. The outer diameter of the circle is equal to the flat-flat diameter of the polygon thus the properties are conservative.
N:\Logos\VectorLogo.gif
JOB NO.: U1223-297-131 DESIGNED: CMP
DATE: 12/06/13 CHECKED: JSP
SHEET OF
PROJECT: SQUAW CREEK
Unreinforced Access Port Analysis @ 28' A.G.L.
Unreinforced Access Port:
Port Width: 8 inches
Pole Shaft Loading:
Mu: 2283 kip-ft
Pu: 24.5 kips
Vu: 79.7 kips
Properties @ Access Port:
Pole Flat-Flat Outer Dia.: 40.1 in
Pole Thickness, TK: 0.4375 in
APoleNoAccess: 54.5 in2
IPoleNoAccess: 10720.8 in4
SPoleNoAccess: 534.7 in3
Aunreinforced: 44.1 in2
Aunreinforced: 44.1 in
Iunreinforced: 8663.4 in4
Sunreinforced: 432.1 in3
K: 1
L: 80 ft
r: 14.02 in
Fy: 65 ksi
F'y: 82.6 ksi
KL/r: 68.5
λc: 1.2
Fcr: 46.9 ksi
Mn: 2972.4 kip-ft 85.3%
Pn: 2065.5 kip 1.3%
Vn: 1818.5 kip 4.9%
Interaction Check: 0.87 86.9%
Result: OK
4.8.2
Applicable Section of
TIA-222-G Code:
4.7.3
4.5.4.2
4.8.2
Note:Section properities are based on an equivalent circular tube as shown in the illustration above. The outer diameter of the circle is equal to the flat-flat diameter of the polygon; thus, the properties are conservative.
N:\Logos\VectorLogo.gif
JOB NO.: U1223-297-131 DESIGNED: CMP
DATE: 12/06/13 CHECKED: JSP
SHEET OF
PROJECT: SQUAW CREEK
Reinforced Access Port Analysis
Reinforced Access Port:
Width, w: 10 inches
Height 30 inches
Thickness, t1: 0.75 inches
Depth, d: 3 inches
Projection, p: 0.5 inches
Pole Shaft Loading:
Mu: 4638 kip-ft
Pu: 44.9 kips
Vu: 90.4 kips
Properties @ Access Port:
Flat-Flat Dia: 48.2 in
Pole Thickness, t2: 7/16 in
APoleNoAccess: 65.6 in2
IPoleNoAccess: 18721.1 in4
SPoleNoAccess: 776.8 in3
SPoleNoAccess: 776.8 in3
Areinforced: 66.5 in2
Ireinforced: 18947.6 in4
Sreinforced: 786.2 in3
K: 1
L: 80 ft E: 29000 ksi
r: 16.87 in Rim Fy: 50 ksi
F'y: 80.6 ksi Pole Fy: 65 ksi
KL/r: 56.9
λc: 1.0
Fcr: 55.0 ksi
Mn: 5282.4 kip-ft
Pn: 3663.0 kip
Vn: 2682.4 kip
Interaction Check: 0.99 OKAY
Added Weight Per Port 14 lbs
Note:Section properities are base on an equivalent circular tube as shown in the illustration above. The outer diameter of the circle is equal to the flat-flat diameter of the polygon thus the properties are conservative.
TIA Rev GSite Data Reactions
Project #: Mu: 4638 ft-kips
Site Name: Axial, Pu: 44.9 kips
Date: Shear, Vu: 90.4 kips
Other
If No stiffeners, Criteria: AISC LRFD <-Only Applcable to Unstiffened Cases
Qty: 22
Diam: 2.25 in
Rod Material: A615-J Anchor Rod Results Rigid
Strength (Fu): 100 ksi Max Rod (Cu+ Vu/ή): 191.0 Kips AISC LRFD
Yield (Fy): 75 ksi Allowable Axial, Φ*Fu*Anet: 260.0 Kips φ*Tn
Bolt Circle: 56 in Anchor Rod Stress Ratio: 73.4% Pass
Diam: 62 in Base Plate Results Flexural Check Rigid
Thick: 2.5 in Base Plate Stress: 39.6 ksi AISC LRFD
Grade: 50 ksi Allowable Plate Stress: 45.0 ksi φ*Fy
Single-Rod B-eff: 6.95 in Base Plate Stress Ratio: 88.0% Pass Y.L. Length:
28.51
n/a
Config: 0 * Stiffener Results
Weld Type: Fillet Horizontal Weld : n/a
Groove Depth: 0.25 <-- Disregard Vertical Weld: n/a
Groove Angle: 45 <-- Disregard Plate Flex+Shear, fb/Fb+(fv/Fv)^2: n/a
Fillet H. Weld: 0.25 in Plate Tension+Shear, ft/Ft+(fv/Fv)^2: n/a
Fillet V. Weld: 0.3125 in Plate Comp. (AISC Bracket): n/a
Width: 5 in
Height: 18 in Pole Results
Stiffened or Unstiffened, Ungrouted, Circular Base Plate - Any Rod Material
12/06/13
Anchor Rod Data
Plate Data
Stiffener Data (Welding at both sides)
U1223-297-131
SQUAW CREEK
Pole Manufacturer:
CCIplate 1.2 - Circular Base G 1.2, Effective October 26, 2009 Analysis Date: 2/27/2014
Height: 18 in Pole Results
Thick: 0.75 in Pole Punching Shear Check: n/a
Notch: 0.5 in
Grade: 36 ksi
Weld str.: 70 ksi
Diam: 48.2 in
Thick: 0.4375 in
Grade: 65 ksi
# of Sides: 18 "0" IF Round
Fu 80 ksi
Reinf. Fillet Weld 0.4375 "0" if None
* 0 = none, 1 = every bolt, 2 = every 2 bolts, 3 = 2 per bolt
** Note: for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes
Pole Data
CCIplate 1.2 - Circular Base G 1.2, Effective October 26, 2009 Analysis Date: 2/27/2014