HomeMy WebLinkAboutElevations SL04250A V1(E IDIAN —
APPROVED
DATE: 07/21 /22
FILENUMBER:n-2o22 U5
w
AIVLERICAN -M ER}
r 0 R P O R a T 1 0 a
Ship report was prepared iar kmekm lower LalfwaUDH by
T d W E R
ENGJNEERING
FROF ES-910NALS
Structural Analysis Report
Structure
125 ft Monopole
,4TC Site Name
MONOCO ID, ID
,4TC Asset Nurn ber
412568
Engineering Number
i.3440535_C3_02
Proposed Carrier
Sprint Nextel
Carrier Site Name
SL03UB615 Retain
Carrier Site Number
SL04250A
Site Location
3735 North Ten Mile Road
MERIDIAN, ID 63646-5409
43.639200,-1.16.436100
County
Ada
Date
February 16,2021
Max Usage
50%
Result
Pass
Prepared By: Reviewed By:
Chris Tahara, E_I.
TEP
WA: C32i9
02116r2021
T—e f.p Ihg PreRtukrN4 it. 3M Uve. iced. R"W FCi?6M,9ViL"i-d353 DO--9a94fi61fi2:EO F&-,..w..,.� .�.i
(E IDIAN -
APPROVED
DATE 07/21/22
FILE NUMBER: n-zozz U5
Eng. Number13440535_C3_02
February 16, 2021
Page 1
Introduction
The purpose of this report into summarize results of a st-ructural analysis performed on the 125ftmonopole
to reflect the change in loading by Sprint Nextel_
Supporting Documents
Tower Draviiw
Valmont order 416304-03 dated May 13 2003
Fuundat im Drawing
Mapping 4 Tower PraServkes Ftepxl #TF1-FL-Id568 dated Se rnber 23 2015
GeotechniralReport
Kleinfeider Job #29020. dated April18 2.OD3
Analysis
The tower was analyzed using American Tower Corporation's tower analysis software_ This progfarn
considers an -elastic three-dimensional rnc)del and serond-ordereffeit per ANSI/TIA-222.
&asic Mind Speed:
102 mph (' SecGnd Gust
&wicWind S dw ke:
40 mph3 eoond Gust) wf 1 " radial ire mntument
Code:
ANSI ;i!22--I 1201S I&C
ExpOLSUFe Categimy
C
Risk Category:
:I
Topographic Factor Pmcedu re:
M ethod 1
Tq>ographiic Ca
1
Crest Height FI :
0 ft
Specual Response:
Ss =0.29 Si=O-W
Site aas_s:
D - stuff Snit
CorwA usson
Based onthe analysis results the structure meets the requirernerrts per the applicable codes listedaboue.
The toyer and foundation can support the equipment as described in this report_
If you have any qu est:ions or require additional informations please contact American Towervia email at
Engineering@ am eri ca ntower_aam_ Please include the Ameriran Tower site name, site number, and
engineering number in the subject line for any questions.
(E IDIAN -
APPROVED
DATE: 07/21 /22
FILE NUMBER:n-zozz U5
Z2GV7-20.2ihy, rCAa LCC. Adrp-jM;m --
97-0'
47-3'
3f15'ThiA
(65 N
f
4Ef -9'
9f3Z'Thdc
(65 KST}
n5-o'
r>3'
52'-6'
L i+32' Th&
{6E Kaq
Job Info rniataon
Client: SPRMT NEXTEL
PNe :4125CS Code: ANSI.7IA-222-H
Laesilon : MONOCO ID. Id
DeeoMptlon = 125 rt valmmt 1Acna R; Caregory II
Shape: iC 51463 Exposure C
Height : 125.00 JlTj Topo Method : Method 1
13aaeBev M: 0.04) TapagraphIC Category
Taper: 0.200WHRI' ]
Sections Pro erties
DIarnetEFT(In]
OVEi1Ep St9Ei
Shag
Length
Aceroea Hats
Think Joint
Length Grade
ect!an
]itj
Top Bottom
(In7 Type
(inj Shape (kel)
1
52.5H
35.35 0.00
0.344
11.1300 16 S111ee 65
Z
46.7W
24.60 37.21
0.201 Sllp Joint
C8.001) 16 Sides 65
3
53.OBU
1T.43 2C.01
0.100 $11 Joint
48.OH 16Slilm 65
Discrete Appurtenance
Attaoh
Farce
E1e10 (R]
Etev (ftl 4jf
deecrlptlon
126.OM
12B.00O 1
VZW Unused Reserve (C agFn)
125.0130
125.00O 9
E�Icmon R2d1d 4449
125.0H
125.000 6
Antes RWA-WOia _ 51
125.0ft
125.000 9
Salomon Radta 4M9
125.OH
125.000 3
Meson Radio 8043
125.00
125.000 2
Raycap RRFdC-3915-PF4.8
123.OB0
123.000 6
Amphemol Ant91
120.0%
120.000 1
Flat Platform wf Handralle
120.0ft
120.000 1
VZW Unused Reserve (1126
110.009
110.000 9
Round Sec im Frame
110.0H
110.000 9
RFS APXVAA4L24 43-U-NA20
110.0%
110.000 3
Efleeson AIR32136CA&h32a
110.084
110.0(10 3
E7lceaan Alr&M B41
110.0BU
110.000 3
Ealceson Radio 4415 132,B66A
110.0041
110.000 9
Erlemon RRUS 4415 B25
110.0%
110.OU4 3
Efleeson Radio 4449 B71 685A
90-00U
HA06 3
Genene Flat Light Seeror Fram
113106
NA011 6
Carnmempa N N H4-65C NG-V3
58.10013
"J0011 3
Raycap DC9-48.60.24-11C-Ev
99.0011
96.9011 3
NakiaAHLBBA
99.0ou
95_U0R 3
Nokia AITScaae Dual R RH 4T4R B
Linear Appurtenance
El&v jllM
Expaaed
From
To Deaerlptlon To Wind
a -Boo
59.064 0.3s' (I Omm I No
0_fl00
99.0m 0.52- (23.4mmM No
0-Due
99.0m 2" condu[t
No
0_fl00
1111_1) 13V(,50.7mmM Na
0.880
123_a 1 fO" Coax
No
0_fl00
t#S_ft 1 m, Coax
No
0.880
125_a 1 5i6" HybrHWx No
0_UU0
1 Z5_a 718" Coax
No
Load Cases
1-W�1_U'W 11)2rnph with No lea
D_90 «1.11W i92 mph with No lea 1i6duca6 DL;
1.213 � 1_BID111 . 1JOW 49 rnph wl'.h D.50 In Ra o-la I I-.e
1-D « I-D:E r • 1.OEh 3alarn le
(E IDI� Ill
APPROVED
DATE 07/21/22
FUR NMR..^- D -D1a5
47' 3Y
I I I
I'llll
1f�I�1i l
33'-0'
3ft6'Thkk
05105
A
9f32' Thck
(65 KSI)
ar
1z:
52'-6'
1/=2' --i-k
;65 KSfy
.-o-
ID_3O - LOEY + 1.OEh SelamiG (Reduced DL) I
LOD + 1-DW Senrloeahllly 60 MP11
Reactions
IAamem
Shear
Axle)
Load Caen
IIM
[k"
]RIP]
(RIP)
116 + 1.DPi
153L13
1C-67
32.35
4-SG + 1.Dw
1515-98
1G.6C
24.71
1-M.1.M • Tiom
305.76
3Aa
37.411
I.DEW I-OEh
187.62
1.35
33.21
0.96 - 1.9�Y • 1.OEh
155.09
LIM
22.11
1Z + 1.ti51f
472.15
5-16
27.48
Dish Deflections
Aiiach Deflect m FUAAICM
Load Caee EIRV CM) ihl (1109)
OAO O-DOD UiDOD