HomeMy WebLinkAboutSubmittal SO189939 Rev B_S (002)NOV Pole Products | Ameron™ Poles
2333 South Yukon Avenue
Tulsa, Oklahoma 74107
1-800-282-6376
www.ameronpoles.com
To:
GRAYBAR NORTHWEST SERVICE CENTER Attention:
300 SW 27TH ST STE B Sales Order:189939
RENTON, WA 98057 Purchase Order:4703593003
Project:
Page Drawing No.Rev
1 J189939-1 A
2 J189939-2 B
3 WA15TR3724-2 D
4 WA15TR10-1 C
5 CALCULATIONS B
Drawings for this project are approved as submitted.
Prepared by:
Signature Date
Jim Warner 2/7/2020
Signature Date Printed Name
We are sending you
Description
PROJECT MATERIAL LIST
Copy to:
These are transmitted as checked below:
Comments:
FINISH: POWDER COAT OVER HD GALV, COLOR: JET BLACK (RAL9005TX). LUMINAIRE ARM AND
LUMINAIRE BY OTHERS.
REVISION A: S7 POLE SHAFT SIZED TO FIT DECORATIVE BASE.
REVISION B: HANDHOLE CHANGED TO FIT DECORATIVE BASE.
Transmittal Letter
February 7, 2020
WSDOT SPECIAL DESIGN TYPE III TRAFFIC CONTROL STRUCTURES
WSDOT TYPE II & III SERIES MAST ARM POLES - DETAILS (AASHTO 2015 LRFD)
WSDOT TYPE PS, 1, RM & FB PED POLES W/ FIXED BASE (AASHTO 2015 LRFD)
CITY OF RENTON AMAZON SIGNAL & LIGHTING
REVISION B
ANALYSIS REPORT FOR SPECIAL DESIGN TRAFFIC CONTROL STRUCTURES.
Attached
Design Drawings
Calculations
Total Quantity
Specification
Samples
Under Separate Cover Via:
Other
For Approval
For Information
For Review and Comment
Revised
Returned Corrected Prints
Comments
These documents represent our interpretation of the requirements for your order. PLEASE EXAMINE THEM CAREFULLY AND MAKE ANY CHANGES NEEDED. Return
one signed and approved copy to us. Your order will be made accordingly. In the event that the approval agency does not take responsibility for the accuracy of the
drawing details, then a customer signature will be needed indicating that the drawings meet all the requirements of the project plans, specifications and geometry,
see customer signature below. NOTE THAT THE CHANGES THAT ARE NOT IN CONFORMANCE TO OUR QUOTATION MAY INCUR ADDITIONAL CHARGES. If this
drawing is marked "FOR INFORMATION ONLY", please note that this is the product that Ameron intends to furnish. If this will not meet your requirements, Ameron
needs to be informed within 10 days from the above date. Any reply beyond that date may incur a delay in shipment and/or additional charges.
POLE ORIENTATION ANDATTACHMENT POINT DETAILPLAN VIEW90°270°180°0°℄45°ALL HANDHOLES AT180° FROM MAST ARMTYPICAL ℄ SIGNAL ARMATTACHMENT POINTCLOCKWISEHANDHOLECHANDHOLEB1FB11B5B1B2B3ANCHOR BOLT ℄℄TYPICAL LUMINAIRE ARMATTACHMENT POINTAA1A2(NOM)PROJECT DATAAGENCYSTATE OF WASHINGTONPROJECTAMAZON SIGNAL & LIGHTINGLOCATIONRENTON, WA.CUSTOMER P.O.4703593003AMERON S.O.189939DRAWN:DATE:REVISION DRAWING NUMBERTHIS DOCUMENT CONTAINS INFORMATION WHICH
IS PROPRIETARY TO NATIONAL OILWELL VARCO. IT SHALL NOT BEREPRODUCED, USED OR DISCLOSED TO ANYONE WITHOUT THE PRIOR WRITTEN PERMISSION
OF
NAT
IONAL
OILWELL
VARCO.DESCRIPTIONSCALESHEETAPPR:DATE:NTSREV. DATEAPPRBYwww.ameronpoles.comDrawings for this project are approved as submitted:Signature: Date:POLE PRODUCTSSTATE OF WASHINGTONPROJECT MATERIAL LIST FORAMAZON SIGNAL & LIGHTINGJLZ 1/4/23 SAD 1/4/23J189939-1A1 OF 1A 1/23/23 S7 REVISED TO FIT DECORATIVE BASEJLZ SADNOTES:1. OFFSET POINTS B1 AND B3 ARE TO HAVE TENONSFOR SIGNAL MOUNTING WHEN APPLICABLE. ALLOTHER MOUNTINGS ARE TO BE FIELD INSTALLED.2. AMERON RESERVES THE RIGHT TO INSTALLTOOLING LUGS or HOLES TO FACILITATE IN THEGALVANIZING PROCESS. TOOLING LUGS / HOLESWILL NOT IMPEDE WITH FIT, FORM or FUNCTIONOF THE FINISHED PRODUCT AND ARE TO BE USEDSOLELY BY THE MANUFACTURER.3. 10 GAUGE (0.1345") TUBE MAY BE SUBSTITUTEDFOR 11 GAUGE (0.1196") BASED ON MATERIALAVAILABILITY.4. BACKING RING MATERIAL IS TO BE ASTM A36 orMATERIAL LISTED AS SHAFT MATERIAL.5. ALL POLES TO BE POWDER COATED RAL 9005TX"JET BLACK" OVER HOT DIPPED GALVANIZED PERASTM A123.6. ANCHOR BOLTS BY OTHERS.LIND AVE SW & SW 19th ST. (PLAN SHEETS 2 & 3)POLE DATASIGNAL MAST ARM DATA OFFSET DISTANCESATTACHMENT ANGLESDRAWING NUMBERQTYPOLENUMBERPOLE TYPEBASETYPEANCHORBOLTCIRCLEANCHOR BOLTSIZE(QTY) DIA x LGTHMAST ARMLENGTH"F"LUM ARMLENGTH"C"MOUNTINGHEIGHTPOLEHEIGHTB1B2B3 B4B5B6 B7 B9 B10B11PROJECTCUBICSDESIGNCUBICSMASTARMLUMARMA1 A2A1S1TYPE IIISD-115-45-3512-J189939-218"(4) 1 1/2" x 60"45'-0" *12'-0"20'-6"35'-0" 36'-6" 38.9'32.6'26.3'- 35.6' - - - - 20.7'1030.61670 0° 0°J189939-2, WA15TR3724-272, 3, 5, 6, 8, 9, 11PPB6"(4) 1/2" x 18"-- - -5'-0"- - - - - - - - - - ----WA15TR10-11S4TYPE IIISD-115-40-3512-J189939-218"(4) 1 1/2" x 60"40'-0" *12'-0"20'-6" 35'-0" 36'-6" 35.9'30.8' 24.5'- - - - - -19.4' 1030.01450 0° 0°J189939-2, WA15TR3724-21S7TYPE IIISD-115-50-3512-J189939-218"(4) 1 1/2" x 60"50'-0" *12'-0"20'-6" 35'-0" 36'-6" 45.4'38.5'33.1'- 35.9' - - - - 25.4' 1279.21279.2 0° 0°J189939-2, WA15TR3724-21S10TYPE IIISD-115-40-3512-J189939-218"(4) 1 1/2" x 60"40'-0" *12'-0" 20'-6" 35'-0" 36'-6" 35.231.0'24.0'- - - - - - 18.2' 968.21450 0° 0°J189939-2, WA15TR3724-2BRACKET LUMINAIRE ARM &LUMINAIRE BY OTHERSTYPE III SERIES POLE* NOTE: LUMINAIRE BRACKET ARM BY OTHERS16" TENON HEIGHT3" SCH 40 PIPEATYPE PPB
PROJECT DATAAGENCYSTATE OF WASHINGTONPROJECTAMAZON SIGNAL & LIGHTINGLOCATIONRENTON, WA.CUSTOMER P.O.4703593003AMERON S.O.189939DRAWN:DATE:REVISION DRAWING NUMBERTHIS DOCUMENT CONTAINS
INFORMATION WH
ICH IS
PROPRIETARY TO NATIONAL O
ILWELL VARCO. IT
SHALL NOT BEREPRODUCED, USED OR DISCLOSED TO ANYONE WITHOUT THE PRIOR
WR
ITTEN PERMISSION OF NATIONAL OILWELL
VARCO.DESCRIPTIONSCALESHEETAPPR:DATE:NTSREV. DATEAPPRBYwww.ameronpoles.comDrawings for this project are approved as submitted:Signature: Date:POLE PRODUCTSSTATE OF WASHINGTONSPECIAL DESIGN TYPE III POLESAMAZON SIGNAL & LIGHTINGJLZ 1/4/23 SAD 1/4/23J189939-2B1 OF 1A 1/23/23S7 POLE SHAFT DIA WAS 16-1/4x11-1/4 W/ 22" B.C.JLZ SADB 2/6/23 REVISED HANDHOLE TO FIT DECORATIVE BASE (NOTE 5) JMW SADLOADS PER AASHTO 2015 LRFD1. LOCATION: WASHINGTON STATE2. BASIC WIND SPEED: 115 MPH3. DESIGN LIFE: MEAN RECURRENCE INTERVAL =1700 YR4. FATIGUE CATEGORY III5. NATURAL WIND GUST: YES6. GALLOPING LOADS: YES7. TRUCK INDUCED: YES8. TRUCK SPEED: 55NOTES:1. WORK WITH DWG WA15TR3724-2 FOR DETAILS & NOTES.2. SEE DRAWING J189939-1 FOR B1 & B3 DIMENSIONS(SIGNAL TENON LOCATIONS).3. ALL POLES TO BE POWDER COATED RAL9005TX "JETBLACK" OVER HOT DIPPED GALVANIZED PER ASTM A123.4. ORDERING NOMENCLATURE:5. SEMI-FLUSH HANDHOLE PROJECTION TO BE 1/4" MAX(SEMI-FLUSH HANDHOLES ARE BEING USED TO AVOIDCLEARANCE ISSUES WITH DECORATIVE BASE;DECORATIVE BASE BY OTHERS).POLE DESCRIPTIONPOLENUMBERNOMPOLEHEIGHTPOLE SHAFT DATAPOLE TENON DATABASE PLATE DATA ANCHOR BOLTSSIGNAL MAST ARMLUMINAIRE ARMLENGTH"A"THKBASEODTOPODSQUARE"SQ"BOLTCIRCLE"BC"THK"T"CENTERHOLE"ID"QTYDIA x LENGTHLENGTH"F"CONNLOCATION"A1"LUM ARMLENGTH"C"LUM MTGHEIGHT"A2"TYPE IIISD-115-45-3512-J189939-2S137'-10" 36'-6" 0.312"13 1/2" 8 1/2"TUBING 5" O.D. x 16" LG x 1/4" WALL 18" 18"2" 11"4 1 1/2" x 60"45'-0" 20'-6" *12'-0" 35'-0" TYPE IIISD-115-40-3512-J189939-2S437'-10" 36'-6" 0.312"13 1/2" 8 1/2"TUBING 5" O.D. x 16" LG x 1/4" WALL 18" 18"2" 11"4 1 1/2" x 60"40'-0" 20'-6" *12'-0" 35'-0"TYPE IIISD-115-50-3512-J189939-2S737'-10" 36'-6" 0.312"13 1/2" 8 1/2"TUBING 5" O.D. x 16" LG x 1/4" WALL 18" 18"2" 11" 4 1 1/2" x 60"50'-0" 20'-6" *12'-0" 35'-0"TYPE IIISD-115-40-3512-J189939-2S1037'-10" 36'-6" 0.312"13 1/2" 8 1/2"TUBING 5" O.D. x 16" LG x 1/4" WALL 18" 18"2" 11" 4 1 1/2" x 60"40'-0" 20'-6" *12'-0" 35'-0"MAST ARM DATAFLANGE CONNECTION DATACUBICSPOLENUMBERARMLENGTH"F"MAKEFROMSTD ARMBASEODENDODTHKARM RISESQUARE"L"BOLTCIRCLE"J"THK"D"CENTERHOLE INARM PLCONNECTION BOLTSIZE "K"(DIA x LENGTH)PLATETHK"M"PROJECT(FT3)DESIGN(FT3)S145'-0" 45'-0"10 3/4" 4 9/16"0.239 3'-11" 20"22 1/2" 2" 7" 1 1/2" x 6 1/2" 3/8"1030.6 1670S440'-0" 40'-0"10 3/4" 5 1/4"0.179 3'-6" 20"22 1/2" 2" 7" 1 1/2" x 6 1/2" 3/8"1030.0 1450S750'-0"SD 10 3/4" 3 7/8"0.2394'-4"20"22 1/2"2"7" 1 1/2" x 6 1/2" 3/8"1279.2 1279.2S10 40'-0" 40'-0" 10 3/4" 5 1/4" 0.179 3'-6" 20" 22 1/2"2"7" 1 1/2" x 6 1/2" 3/8" 968.2 1450POLE TYPEDESIGN WIND LOADLUM. MTG HEIGHTTYPE IIISD - 115 - 40 - 3512 - J189939-2MAST ARM LENGTHLUM. ARM LENGTHDWG NO.POLE ORIENTATION ANDATTACHMENT POINT DETAILPLAN VIEW90°270°180°0°℄45°ALL HANDHOLES AT180° FROM MAST ARMCLOCKWISEANCHOR BOLT ℄℄MOD TYPE III SERIES POLECAA1A2FARMRISEB1 (SEE NOTE 2)B3 (SEE NOTE 2)SIDE MOUNTED SIGNAL TENON (TYP)SEE DETAIL "G1"B3 (SEE NOTE 2)TENON TOP: 5" O.D x 16" LG x 1/4" WALLTUBING SEE DETAIL "R" ON THIS SHEET1/4"1/4"4 1/2"16"1/2""R"DETAILTENON TOP DETAIL 1/2"NOMPOLEHEIGHT3/8" DIA HOLE(ONE WALL)LENNARZ--10.8.1984.LENNARZ--10.8.1984.3" I.D. THROUGHHOLE (DEBURR)1 1/2" DIAHOLE THRUTUBE @ 0°5" O.D. (5" x 1/4" THK TUBING)MATERIAL: A 500 GR B or C(46KSI)RAINTIGHT COVER(11 GA MIN THK)HANDHOLE RIM(3/8" THK x 2" WIDE ASTM A36)or(5" x 7" x 3/8" RECT. TUBINGASTM A500 GR B)1/4"1/4" PROJ. (MAX)LOCKING CLAMP(1/4" x 1" WIDE)1/2"-13NC TAPFOR GROUNDING10 GA x 2 1/4" x 1 3/4"CLAMP1/4" THK x 2" WIDEBRACKET3/32"1/4"4"(MIN)SEMI-FLUSH HANDHOLE DETAIL1/4"-20NC x 1 1/2"LG SPANNERHEAD CAP SCREW4 1/4"6 1/4""K"DETAILSEMI-FLUSH HANDHOLESEE DETAIL "K" ON THISSHEETDETAIL "B"SEE DETAIL "L"REMOVABLERAINTIGHTCAPSEE DETAIL "Q"***SEE NOTES 5***BRACKET LUMINAIRE ARM &LUMINAIRE BY OTHERSUPPERHANDHOLETYPICAL ℄ SIGNAL ARMATTACHMENT POINTTYPICAL LUMINAIRE ARMATTACHMENT POINT(BY OTHERS)*NOTE: LUMINAIRE ARM & LUMINAIRE BY OTHERS23 1/2"(REF)12"(REF)11 1/2"ACCESSDOOROPENING2 1/2" MAX PER J-26.10.0312 1/2"7"(REF)19 1/2"(REF)DECORATIVE BASEBY OTHERSTYPE IIISD POLE(POLE S1, S4, S7 or S10)BOTTOM HANDHOLE LOCATIONCUSTOMER TO CONFIRM / APPROVE PRIOR TORELEASE FOR MANUFACTURINGSEMI-FLUSH HANDHOLESEE DETAIL "K" ON THISSHEET
NOV Pole Products / AmeronTM Poles Proprietary
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Analysis Report For Traffic Structures
SWA2 Amazon
Page 1 of 49
Analysis Report For Traffic Structures
City of Renton
FOR
Project Name:SWA2 Amazon
Project Number:110050-01
Customer:Graybar
Customer P.O.:4703593003
Ameron S.O.:189939
This Report Contains Analysis Verifying The Structural Adequacy For The Following Items:
Item Desc Page #
1 S10 - Type IIISD-115-40-3512-J189939 2
2 S4 - Type IIISD-115-40-3512-J189939 14
3 S1 - Type IIISD-115-45-3512-J189939 26
4 S7 - Type IIISD-115-50-3512-J189939 38
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S10 - Type IIISD-115-40-3512-J189939
SWA2 Amazon
Structure Page 1 of 12 Page 2 of 49
Analysis For Traffic Structures
S10 - Type IIISD-115-40-3512-J189939
City of Renton
FOR
Project Name:SWA2 Amazon
Project Number:110050-01
Customer:Graybar
Customer P.O.:4703593003
Ameron S.O.:189939
Designed in accordance with 2015 AASHTO LRFD for Structural Supports for Highway Signs, Luminaires and
Traffic Signals
Parameters:
Basic Wind Speed:115 mph
Mean Recurrence Interval:1700 years
Fatigue Category:III
Natural Wind Gust:Yes
Galloping Loads:Yes
Truck Induced:Yes
Truck Speed:55
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S10 - Type IIISD-115-40-3512-J189939
SWA2 Amazon
Structure Page 2 of 12 Page 3 of 49
40' Mast Arm Analysis
Arm Properties:
Arm
Length Orientation
Mtg
Height
Arm
Rise
Base
Diameter
(in)
End
Diameter
(in)
Base
Thk
(in)
End
Thk
(in)
Weight
(kips)
40'-0"0°20'-6"3'-6"10 3/4"5 1/4"0.179 0.179 0.6
Arm Segment Properties:
Segment
ID
Segment
Length
Wall
Thickness
(in)
Base
Diameter
(in)
End
Diameter
(in)
Taper
(in/ft)
Design
Yield
(ksi)
Wind
Area
(ft²)
Base 40'-0"0.179 10.750 5.250 0.1375 55.00 26.67
Arm Segment Forces:
Segment
ID
Weight
(lbs)
Ice
Weight
(lbs)
Wind
(lbs)
Natural
Wind
Gust (lbs)
Galloping
(lbs)
Truck
Gust
(lbs)
Base 601 251 453 84 0 63
Arm Loadings:
Load
Name
Horizontal
Offset
Vertical
Offset
Vertical
Location (AGL)
Vertical Location
w/Gravity Defl
Weight
(lbs)
Area
(ft²)
Side Area
(ft²)
Ice Area
(ft²)
Btm Area
(ft²)
Drag
Coefficient
3 Section 35'-2"0'-0"23'-7"23'-1"60 9.2 4.8 20.4 1.5 1.2
36x30 31'-0"0'-0"23'-3"22'-10"38 7.5 0.5 7.5 1 1.19
3 Section 24'-0"0'-0"22'-7"22'-4"60 9.2 4.8 20.4 1.5 1.2
18x84 Sign 18'-2"0'-0"22'-1"21'-11"52 10.5 0.5 10.5 1 1.2
Video Detect 25'-0"0'-0"22'-8"22'-5"20 1 0.5 4 1 1
Arm Loadings Forces:
Load
Name
Weight
(lbs)
Ice
Weight
(lbs)
Wind
(lbs)
Natural
Wind
Gust (lbs)
Galloping
(lbs)
Truck
Gust
(lbs)
3 Section 60 61 336 32 58 17
36x30 38 22 271 26 47 11
3 Section 60 61 333 32 58 17
18x84 Sign 52 32 379 36 66 0
Video Detect 20 12 30 3 6 9
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S10 - Type IIISD-115-40-3512-J189939
SWA2 Amazon
Structure Page 3 of 12 Page 4 of 49
Arm Stresses (Wind + Dead Load):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
F
(kips)
F
(kips)
M
(ft-
kips)
M
(ft-
kips)
M
(ft-
kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
Y
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"10.750 0.179 0.000 0.831 1.80 3.91 44.72 16.75 0.07 1.98 47.92 0.00 0.00 0.00 10.17 75.04 88.38 77.85 0.65
5'-0"10.085 0.179 0.000 0.733 1.74 3.14 35.90 12.85 0.06 1.89 38.26 0.00 0.15 0.40 9.53 66.57 82.82 68.37 0.58
10'-0"9.398 0.179 0.000 0.642 1.68 2.39 27.38 9.43 0.06 1.80 29.06 0.00 0.58 1.58 8.87 58.34 77.07 59.21 0.51
15'-0"8.710 0.179 0.000 0.556 1.62 1.67 19.16 6.45 0.05 1.71 20.29 0.00 1.26 3.50 8.21 50.64 71.33 50.71 0.41
20'-0"8.023 0.179 0.000 0.426 1.19 1.04 11.88 3.97 0.04 1.26 12.57 0.00 2.16 6.06 7.55 43.48 65.58 42.86 0.29
25'-0"7.335 0.179 0.000 0.294 0.81 0.56 6.38 2.09 0.03 0.86 6.74 0.00 3.23 9.14 6.89 36.86 59.83 35.68 0.19
30'-0"6.648 0.179 0.000 0.208 0.72 0.23 2.65 0.89 0.02 0.75 2.81 0.00 4.42 12.58 6.23 30.78 54.08 29.15 0.09
35'-0"5.960 0.179 0.000 0.112 0.39 0.02 0.25 0.15 0.01 0.41 0.29 0.00 5.68 16.23 5.56 24.64 48.33 23.29 0.01
40'-0"5.273 0.179 0.000 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.96 19.92 4.90 19.13 42.59 18.08 0.00
x y z
x y z
ux u u ux
r r r r
Arm Stresses (Dead Load + Ice + ½Wind):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
F
(kips)
F
(kips)
M
(ft-
kips)
M
(ft-
kips)
M
(ft-
kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
Y
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"10.750 0.179 0.000 1.271 1.01 2.08 23.86 26.39 0.11 1.62 35.63 0.00 0.00 0.00 10.17 75.04 88.38 77.85 0.49
5'-0"10.085 0.179 0.000 1.133 0.96 1.66 18.96 20.40 0.10 1.48 27.90 0.00 0.23 0.21 9.53 66.57 82.82 68.37 0.43
10'-0"9.398 0.179 0.000 1.003 0.90 1.25 14.33 15.09 0.09 1.35 20.85 0.00 0.91 0.84 8.87 58.34 77.07 59.21 0.37
15'-0"8.710 0.179 0.000 0.882 0.86 0.87 9.94 10.40 0.08 1.23 14.41 0.00 1.99 1.85 8.21 50.64 71.33 50.71 0.29
20'-0"8.023 0.179 0.000 0.687 0.62 0.53 6.12 6.43 0.06 0.93 8.89 0.00 3.43 3.19 7.55 43.48 65.58 42.86 0.21
25'-0"7.335 0.179 0.000 0.464 0.42 0.28 3.26 3.38 0.04 0.62 4.70 0.00 5.14 4.80 6.89 36.86 59.83 35.68 0.13
30'-0"6.648 0.179 0.000 0.339 0.37 0.12 1.34 1.46 0.03 0.50 1.99 0.00 7.05 6.60 6.23 30.78 54.08 29.15 0.07
35'-0"5.960 0.179 0.000 0.195 0.20 0.01 0.12 0.22 0.02 0.28 0.25 0.00 9.07 8.50 5.56 24.64 48.33 23.29 0.01
40'-0"5.273 0.179 0.000 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.12 10.43 4.90 19.13 42.59 18.08 0.00
x y z
x y z
ux u u ux
r r r r
Arm Stresses (Dead Load):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
F
(kips)
F
(kips)
M
(ft-kips)
M
(ft-kips)
M
(ft-kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
Y
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"10.750 0.179 0.000 0.831 0.00 0.00 0.00 16.75 0.09 1.04 20.94 0.00 0.00 0.00 10.17 75.04 88.38 77.85 0.29
5'-0"10.085 0.179 0.000 0.733 0.00 0.00 0.00 12.85 0.08 0.91 16.07 0.00 0.15 0.00 9.53 66.57 82.82 68.37 0.25
10'-0"9.398 0.179 0.000 0.642 0.00 0.00 0.00 9.43 0.07 0.80 11.79 0.00 0.58 0.00 8.87 58.34 77.07 59.21 0.21
15'-0"8.710 0.179 0.000 0.556 0.00 0.00 0.00 6.45 0.06 0.69 8.07 0.00 1.26 0.00 8.21 50.64 71.33 50.71 0.16
20'-0"8.023 0.179 0.000 0.426 0.00 0.00 0.00 3.97 0.05 0.53 4.96 0.00 2.16 0.00 7.55 43.48 65.58 42.86 0.12
25'-0"7.335 0.179 0.000 0.294 0.00 0.00 0.00 2.09 0.03 0.37 2.61 0.00 3.23 0.00 6.89 36.86 59.83 35.68 0.07
30'-0"6.648 0.179 0.000 0.208 0.00 0.00 0.00 0.89 0.02 0.26 1.11 0.00 4.42 0.00 6.23 30.78 54.08 29.15 0.04
35'-0"5.960 0.179 0.000 0.112 0.00 0.00 0.00 0.15 0.01 0.14 0.18 0.00 5.68 0.00 5.56 24.64 48.33 23.29 0.01
40'-0"5.273 0.179 0.000 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.96 0.00 4.90 19.13 42.59 18.08 0.00
x y z x y z ux u u ux
r r r r
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S10 - Type IIISD-115-40-3512-J189939
SWA2 Amazon
Structure Page 4 of 12 Page 5 of 49
Arm Stresses (Natural Wind Gust):
Cut
Location Note
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
M
(ft-kips)
M
(ft-kips)
M
(ft-kips)
Bending
Stress
f (psi)
CAFL
(psi)CSR
Defl
Z
(in)
0'-0"Tube 1 Base 10.750 0.179 0.21 0.43 4.87 4.89 3,728 7,000 0.53 0.00
5'-0"10.085 0.179 0.20 0.34 3.85 3.86 3,356 10,000 0.34 0.04
10'-0"9.398 0.179 0.19 0.25 2.90 2.91 2,915 10,000 0.29 0.17
15'-0"8.710 0.179 0.17 0.17 2.00 2.01 2,354 10,000 0.24 0.38
20'-0"8.023 0.179 0.13 0.11 1.23 1.24 1,711 10,000 0.17 0.65
25'-0"7.335 0.179 0.08 0.06 0.65 0.66 1,094 10,000 0.11 0.97
30'-0"6.648 0.179 0.07 0.02 0.27 0.27 0,552 10,000 0.06 1.34
35'-0"5.960 0.179 0.04 0.00 0.03 0.03 0,070 10,000 0.01 1.72
z x y tot
b
Arm Stresses (Galloping):
Cut
Location Note
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
M
(ft-kips)
M
(ft-kips)
Bending
Stress
f (psi)
CAFL
(psi)CSR
Defl
Y
(in)
0'-0"Tube 1 Base 10.750 0.179 0.24 6.25 6.25 4,769 7,000 0.68 0.00
5'-0"10.085 0.179 0.24 5.08 5.08 4,411 10,000 0.44 0.06
10'-0"9.398 0.179 0.24 3.91 3.91 3,917 10,000 0.39 0.22
15'-0"8.710 0.179 0.24 2.73 2.73 3,199 10,000 0.32 0.49
20'-0"8.023 0.179 0.17 1.68 1.68 2,320 10,000 0.23 0.86
25'-0"7.335 0.179 0.11 0.88 0.88 1,470 10,000 0.15 1.29
30'-0"6.648 0.179 0.11 0.36 0.36 0,731 10,000 0.07 1.78
35'-0"5.960 0.179 0.06 0.02 0.02 0,044 10,000 0.00 2.30
y z tot
b
Arm Stresses (Truck Gust):
Cut
Location Note
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
M
(ft-kips)
M
(ft-kips)
Bending
Stress
f (psi)
CAFL
(psi)CSR
Defl
Y
(in)
0'-0"Tube 1 Base 10.750 0.179 0.12 3.71 3.71 2,829 7,000 0.40 0.00
5'-0"10.085 0.179 0.12 3.12 3.12 2,713 10,000 0.27 0.03
10'-0"9.398 0.179 0.12 2.54 2.54 2,544 10,000 0.25 0.14
15'-0"8.710 0.179 0.12 1.95 1.95 2,284 10,000 0.23 0.31
20'-0"8.023 0.179 0.12 1.36 1.36 1,889 10,000 0.19 0.54
25'-0"7.335 0.179 0.10 0.79 0.79 1,319 10,000 0.13 0.84
30'-0"6.648 0.179 0.08 0.35 0.35 0,710 10,000 0.07 1.18
35'-0"5.960 0.179 0.04 0.06 0.06 0,164 10,000 0.02 1.55
y z tot
b
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S10 - Type IIISD-115-40-3512-J189939
SWA2 Amazon
Structure Page 5 of 12 Page 6 of 49
Flange Analysis For 40' Mast Arm
Connection Bolt Properties:
Number
Of
Bolts
Bolt
Diameter
(in)
Bolt
Circle
(in)
Bolt
Yield
(ksi)
4 1.50 22.50 92.00
Flange Properties:
Flange
Square
(in)
Inner Dia.
ID
(in)
Flange
Thickness
(in)
Gusset
Thickness
(in)
Flange
Yield
(ksi)
20.00 7.00 2.00 0.38 36.00
Stress Analysis (Wind + Dead Load):
Force
/ Bolt
(kips)
Bolt
CSR
Flange
CSR
Thickness
Ratio
23.25 0.07 0.37 0.61
Stress Analysis (Dead Load + Ice + ½Wind):
Force
/ Bolt
(kips)
Bolt
CSR
Flange
CSR
Thickness
Ratio
18.98 0.05 0.30 0.55
Fatigue Analysis:
Item
N.W. Gust
Stress
(ksi)
Galloping
Stress
(ksi)
Truck Induced
Stress
(ksi)
CAFL
(ksi)
Bolts 1.31 1.68 1.00 7.00
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S10 - Type IIISD-115-40-3512-J189939
SWA2 Amazon
Structure Page 6 of 12 Page 7 of 49
12' Mast Arm Analysis
Arm Properties:
Arm
Length Orientation
Mtg
Height
Arm
Rise
Base
Diameter
(in)
End
Diameter
(in)
Base
Thk
(in)
End
Thk
(in)
Weight
(kips)
12'-0"0°37'-2"0'-3"15 1/4"13 5/8"0.239 0.239 0.44
Arm Segment Properties:
Segment
ID
Segment
Length
Wall
Thickness
(in)
Base
Diameter
(in)
End
Diameter
(in)
Taper
(in/ft)
Design
Yield
(ksi)
Wind
Area
(ft²)
Base 12'-0"0.239 15.280 13.630 0.1375 55.00 14.46
Arm Segment Forces:
Segment
ID
Weight
(lbs)
Ice
Weight
(lbs)
Wind
(lbs)
Natural
Wind
Gust (lbs)
Galloping
(lbs)
Truck
Gust
(lbs)
Base 437 135 243 46 0 75
Arm Loadings:
Load
Name
Horizontal
Offset
Vertical
Offset
Vertical
Location (AGL)
Vertical Location
w/Gravity Defl
Weight
(lbs)
Area
(ft²)
Side Area
(ft²)
Ice Area
(ft²)
Btm Area
(ft²)
Drag
Coefficient
Cyclone Lum CY55P1A 12'-0"0'-0"37'-5"37'-4"44 2.1 2.1 6.2 1 1
Arm Loadings Forces:
Load
Name
Weight
(lbs)
Ice
Weight
(lbs)
Wind
(lbs)
Natural
Wind
Gust (lbs)
Galloping
(lbs)
Truck
Gust
(lbs)
Cyclone Lum CY55P1A 44 19 71 6 13 9
Arm Stresses (Wind + Dead Load):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
F
(kips)
F
(kips)
M
(ft-kips)
M
(ft-kips)
M
(ft-kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
Y
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"15.280 0.239 0.000 0.481 0.31 0.04 2.28 3.10 0.01 0.57 3.85 0.00 0.00 0.00 246.77 200.65 167.69 210.19 0.02
5'-0"14.615 0.239 0.000 0.293 0.21 0.02 0.98 1.17 0.01 0.36 1.52 0.00 0.01 0.00 242.75 184.53 160.28 192.02 0.01
10'-0"13.928 0.239 0.000 0.113 0.11 0.00 0.18 0.16 0.00 0.16 0.24 0.00 0.02 0.01 238.70 168.56 152.62 174.09 0.00
12'-0"13.653 0.239 0.000 0.044 0.07 0.00 0.00 0.00 0.00 0.08 0.00 0.00 0.02 0.02 227.51 162.37 149.55 167.17 0.00
x y z x y z ux u u ux
r r r r
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S10 - Type IIISD-115-40-3512-J189939
SWA2 Amazon
Structure Page 7 of 12 Page 8 of 49
Arm Stresses (Dead Load + Ice + ½Wind):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
F
(kips)
F
(kips)
M
(ft-kips)
M
(ft-kips)
M
(ft-kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
Y
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"15.280 0.239 0.000 0.635 0.21 0.03 1.49 4.12 0.01 0.67 4.38 0.00 0.00 0.00 246.77 200.65 167.69 210.19 0.02
5'-0"14.615 0.239 0.000 0.389 0.14 0.01 0.60 1.57 0.01 0.41 1.68 0.00 0.01 0.00 242.75 184.53 160.28 192.02 0.01
10'-0"13.928 0.239 0.000 0.154 0.06 0.00 0.10 0.22 0.00 0.17 0.24 0.00 0.02 0.01 238.70 168.56 152.62 174.09 0.00
12'-0"13.653 0.239 0.000 0.063 0.04 0.00 0.00 0.00 0.00 0.07 0.00 0.00 0.03 0.01 227.51 162.37 149.55 167.17 0.00
x y z x y z ux u u ux
r r r r
Arm Stresses (Dead Load):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
F
(kips)
F
(kips)
M
(ft-kips)
M
(ft-kips)
M
(ft-kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
Y
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"15.280 0.239 0.000 0.481 0.00 0.00 0.00 3.10 0.01 0.60 3.87 0.00 0.00 0.00 246.77 200.65 167.69 210.19 0.02
5'-0"14.615 0.239 0.000 0.293 0.00 0.00 0.00 1.17 0.01 0.37 1.46 0.00 0.01 0.00 242.75 184.53 160.28 192.02 0.01
10'-0"13.928 0.239 0.000 0.113 0.00 0.00 0.00 0.16 0.00 0.14 0.20 0.00 0.02 0.00 238.70 168.56 152.62 174.09 0.00
12'-0"13.653 0.239 0.000 0.044 0.00 0.00 0.00 0.00 0.00 0.05 0.00 0.00 0.02 0.00 227.51 162.37 149.55 167.17 0.00
x y z x y z ux u u ux
r r r r
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S10 - Type IIISD-115-40-3512-J189939
SWA2 Amazon
Structure Page 8 of 12 Page 9 of 49
Pole Analysis
Pole Properties:
Pole
Length
Base
Diameter
(in)
End
Diameter
(in)
Base
Thk
(in)
End
Thk
(in)
Weight
(kips)
37'-10"13 1/2"5"0.312 0.25 1.32
Pole Segment Properties:
Segment
ID
Segment
Length
Wall
Thickness
(in)
Base
Diameter
(in)
End
Diameter
(in)
Taper
(in/ft)
Design
Yield
(ksi)
Wind
Area
(ft²)
Base 36'-6"0.313 13.500 8.481 0.1375 55.00 33.43
2 1'-4"0.250 5.000 5.000 0.0000 46.00 0.56
Pole Segment Forces:
Segment
ID
Weight
(lbs)
Ice
Weight
(lbs)
Wind
(lbs)
Natural
Wind
Gust (lbs)
Galloping
(lbs)
Truck
Gust
(lbs)
Base 1305 315 496 105 0 0
2 17 5 16 2 0 0
Pole Loadings:
Load
Name
Horizontal
Offset
Vertical
Offset
Vertical
Location (AGL)
Weight
(lbs)
Area
(ft²)
Side Area
(ft²)
Ice Area
(ft²)
Btm Area
(ft²)
Drag
Coefficient
Ped Signal 1'-0"9'-0"9'-0"45 2.77 2 7.54 1.5 1.2
Ped Signal 1'-0"9'-0"9'-0"45 2.77 2 7.54 1.5 1.2
Terminal Cabinet 1'-0"11'-0"11'-0"50 2.5 2 7 1 1.7
Pole Loadings Forces:
Load
Name
Weight
(lbs)
Ice
Weight
(lbs)
Wind
(lbs)
Natural
Wind
Gust (lbs)
Galloping
(lbs)
Truck
Gust
(lbs)
Ped Signal 45 23 93 10 0 0
Ped Signal 45 23 93 10 0 0
Terminal Cabinet 50 21 119 12 0 0
Pole Stresses (Wind + Dead Load):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
Critical
Wind
Angle
F
(kips)
F
(kips)
F
(kips)
M
(ft-
kips)
M
(ft-
kips)
M
(ft-
kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
X
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"13.500 0.313 22°-0.571 2.774 2.96 73.38 46.37 18.74 2.77 3.01 75.74 46.37 0.00 0.00 45.24 215.74 192.16 211.18 0.46
1'-3"13.351 0.313 22°-0.571 2.719 2.94 69.70 46.37 18.74 2.72 2.99 72.17 46.37 0.00 0.01 44.73 211.37 189.99 206.43 0.46
5'-0"12.835 0.313 22°-0.571 2.559 2.88 58.78 46.37 18.74 2.56 2.94 61.70 46.37 0.06 0.17 42.96 196.58 182.48 190.43 0.44
10'-0"12.148 0.313 21°-0.550 2.266 2.63 44.49 46.50 18.82 2.27 2.68 48.31 46.50 0.25 0.65 40.60 177.68 172.46 170.10 0.40
15'-0"11.460 0.313 19°-0.507 2.024 2.45 31.40 46.97 19.10 2.02 2.50 36.76 46.97 0.60 1.39 38.24 159.71 162.44 150.91 0.38
20'-0"10.773 0.313 13°-0.361 1.843 2.39 17.25 48.41 19.97 1.84 2.42 26.39 48.41 1.14 2.34 35.88 140.62 152.42 132.87 0.37
20'-6"10.704 0.313 12°-0.335 1.826 2.39 15.69 48.60 20.09 1.83 2.41 25.50 48.60 1.20 2.45 35.65 138.78 151.42 131.13 0.37
25'-0"10.085 0.313 38°-0.118 0.843 0.45 6.56 1.85 2.51 0.84 0.47 7.02 1.85 1.81 3.41 33.52 122.74 142.41 115.98 0.07
x y z
x y z
ux u u ux
r r r r
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S10 - Type IIISD-115-40-3512-J189939
SWA2 Amazon
Structure Page 9 of 12 Page 10 of 49
Pole Stresses (Wind + Dead Load): (Continued...)
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
Critical
Wind
Angle
F
(kips)
F
(kips)
F
(kips)
M
(ft-
kips)
M
(ft-
kips)
M
(ft-
kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
X
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
30'-0"9.398 0.313 43°-0.121 0.685 0.37 4.58 1.72 2.33 0.69 0.39 5.14 1.72 2.53 4.55 31.17 106.08 132.39 100.23 0.06
35'-0"8.710 0.313 48°-0.121 0.539 0.30 3.03 1.57 2.13 0.54 0.32 3.70 1.57 3.30 5.72 28.81 90.63 122.37 85.64 0.05
36'-6"8.504 0.250 51°-0.119 0.498 0.27 2.70 1.48 2.00 0.50 0.29 3.36 1.48 3.55 6.08 13.04 58.58 80.48 55.35 0.08
37'-2"5.000 0.250 63°-0.098 0.489 0.21 2.88 1.07 1.44 0.49 0.24 3.22 1.07 3.66 6.24 13.04 19.40 46.31 18.33 0.19
37'-10"5.000 0.250 0°0.000 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.78 6.40 13.04 19.40 46.31 18.33 0.00
x y z
x y z
ux u u ux
r r r r
Pole Stresses (Dead Load + Ice + ½Wind):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
Critical
Wind
Angle
F
(kips)
F
(kips)
F
(kips)
M
(ft-
kips)
M
(ft-
kips)
M
(ft-
kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
X
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"13.500 0.313 41°-0.489 3.754 1.66 57.30 20.42 23.93 3.75 1.73 62.09 20.42 0.00 0.00 45.24 215.74 192.16 211.18 0.33
1'-3"13.351 0.313 41°-0.489 3.687 1.64 55.24 20.42 23.93 3.69 1.71 60.20 20.42 0.01 0.01 44.73 211.37 189.99 206.43 0.33
5'-0"12.835 0.313 43°-0.493 3.488 1.57 49.57 19.79 23.17 3.49 1.64 54.72 19.79 0.09 0.10 42.96 196.58 182.48 190.43 0.32
10'-0"12.148 0.313 45°-0.494 3.100 1.38 42.45 19.04 22.24 3.10 1.47 47.92 19.04 0.39 0.40 40.60 177.68 172.46 170.10 0.31
15'-0"11.460 0.313 49°-0.489 2.791 1.21 36.94 17.61 20.52 2.79 1.31 42.26 17.61 0.92 0.85 38.24 159.71 162.44 150.91 0.30
20'-0"10.773 0.313 54°-0.470 2.567 1.08 32.43 15.78 18.33 2.57 1.18 37.25 15.78 1.75 1.43 35.88 140.62 152.42 132.87 0.30
20'-6"10.704 0.313 55°-0.464 2.545 1.06 32.15 15.40 17.88 2.55 1.16 36.78 15.40 1.85 1.50 35.65 138.78 151.42 131.13 0.30
25'-0"10.085 0.313 43°-0.090 1.086 0.30 5.85 1.12 3.10 1.09 0.31 6.63 1.12 2.78 2.10 33.52 122.74 142.41 115.98 0.07
30'-0"9.398 0.313 46°-0.090 0.890 0.24 4.59 1.06 2.95 0.89 0.26 5.45 1.06 3.87 2.80 31.17 106.08 132.39 100.23 0.07
35'-0"8.710 0.313 48°-0.089 0.708 0.19 3.58 1.03 2.84 0.71 0.21 4.57 1.03 5.03 3.53 28.81 90.63 122.37 85.64 0.06
36'-6"8.504 0.250 51°-0.088 0.657 0.17 3.44 0.96 2.67 0.66 0.19 4.36 0.96 5.40 3.76 13.04 58.58 80.48 55.35 0.10
37'-2"5.000 0.250 65°-0.069 0.646 0.13 3.88 0.65 1.79 0.65 0.14 4.27 0.65 5.57 3.86 13.04 19.40 46.31 18.33 0.25
37'-10"5.000 0.250 0°0.000 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.75 3.96 13.04 19.40 46.31 18.33 0.00
x y z
x y z
ux u u ux
r r r r
Pole Stresses (Dead Load):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
F
(kips)
F
(kips)
M
(ft-kips)
M
(ft-kips)
M
(ft-kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
X
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"13.500 0.313 0.000 2.774 0.00 0.00 0.00 21.29 3.47 0.00 26.61 0.00 0.00 0.00 45.24 215.74 192.16 211.18 0.16
1'-3"13.351 0.313 0.000 2.719 0.00 0.00 0.00 21.29 3.40 0.00 26.61 0.00 0.00 0.00 44.73 211.37 189.99 206.43 0.16
5'-0"12.835 0.313 0.000 2.559 0.00 0.00 0.00 21.29 3.20 0.00 26.61 0.00 0.06 0.00 42.96 196.58 182.48 190.43 0.17
10'-0"12.148 0.313 0.000 2.266 0.00 0.00 0.00 21.20 2.83 0.00 26.50 0.00 0.25 0.00 40.60 177.68 172.46 170.10 0.18
15'-0"11.460 0.313 0.000 2.024 0.00 0.00 0.00 21.15 2.53 0.00 26.44 0.00 0.60 0.00 38.24 159.71 162.44 150.91 0.20
20'-0"10.773 0.313 0.000 1.843 0.00 0.00 0.00 21.15 2.30 0.00 26.44 0.00 1.14 0.00 35.88 140.62 152.42 132.87 0.22
20'-6"10.704 0.313 0.000 1.826 0.00 0.00 0.00 21.15 2.28 0.00 26.44 0.00 1.20 0.00 35.65 138.78 151.42 131.13 0.22
25'-0"10.085 0.313 0.000 0.843 0.00 0.00 0.00 3.20 1.05 0.00 4.00 0.00 1.81 0.00 33.52 122.74 142.41 115.98 0.05
30'-0"9.398 0.313 0.000 0.685 0.00 0.00 0.00 3.20 0.86 0.00 4.00 0.00 2.53 0.00 31.17 106.08 132.39 100.23 0.05
35'-0"8.710 0.313 0.000 0.539 0.00 0.00 0.00 3.20 0.67 0.00 4.00 0.00 3.30 0.00 28.81 90.63 122.37 85.64 0.06
36'-6"8.504 0.250 0.000 0.498 0.00 0.00 0.00 3.20 0.62 0.00 4.00 0.00 3.55 0.00 13.04 58.58 80.48 55.35 0.09
37'-2"5.000 0.250 0.000 0.489 0.00 0.00 0.00 3.20 0.61 0.00 4.00 0.00 3.66 0.00 13.04 19.40 46.31 18.33 0.23
37'-10"5.000 0.250 0.000 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.78 0.00 13.04 19.40 46.31 18.33 0.00
x y z x y z ux u u ux
r r r r
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S10 - Type IIISD-115-40-3512-J189939
SWA2 Amazon
Structure Page 10 of 12 Page 11 of 49
Pole Stresses (Natural Wind Gust):
Cut
Location Note
Tube
OD
(in)
Tube
Thk
(in)
Critical
Wind
Angle
F
(kips)
M
(ft-kips)
M
(ft-kips)
M
(ft-kips)
Bending
Stress
f (psi)
CAFL
(psi)CSR
0'-0"Tube 1 Base 13.500 0.313 0°0.40 8.83 5.56 8.83 2,484 4,500 0.55
0'-11"HandHole Toe 13.397 0.313 0°0.40 8.47 5.56 8.47 2,418 7,000 0.35
1'-3"HandHole Root 13.351 0.313 0°0.40 8.34 5.56 8.34 9,590 16,000 0.60
5'-0"12.835 0.313 0°0.38 6.87 5.56 6.87 2,142 10,000 0.21
10'-0"12.148 0.313 0°0.35 5.01 5.54 5.01 1,748 10,000 0.17
15'-0"11.460 0.313 0°0.32 3.35 5.53 3.35 1,319 10,000 0.13
20'-0"10.773 0.313 0°0.31 1.78 5.53 1.78 0,797 10,000 0.08
20'-6"Arm Conn 10.704 0.313 0°0.31 1.63 5.53 1.63 0,738 10,000 0.07
25'-0"10.085 0.313 0°0.08 0.81 0.35 0.81 0,415 10,000 0.04
30'-0"9.398 0.313 0°0.07 0.44 0.35 0.44 0,259 10,000 0.03
35'-0"8.710 0.313 0°0.06 0.12 0.35 0.12 0,086 10,000 0.01
36'-6"Tube 2 Base 8.504 0.250 0°0.05 0.04 0.35 0.04 0,112 7,000 0.02
37'-2"Arm Conn 5.000 0.250 0°0.05 0.01 0.35 0.01 0,017 10,000 0.00
z x y tot
b
Pole Stresses (Galloping):
Cut
Location Note
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
M
(ft-kips)
M
(ft-kips)
Bending
Stress
f (psi)
CAFL
(psi)CSR
0'-0"Tube 1 Base 13.500 0.313 0.24 6.59 6.59 1,854 4,500 0.41
0'-11"HandHole Toe 13.397 0.313 0.24 6.59 6.59 1,883 7,000 0.27
1'-3"HandHole Root 13.351 0.313 0.24 6.59 6.59 7,587 16,000 0.47
5'-0"12.835 0.313 0.24 6.59 6.59 2,056 10,000 0.21
10'-0"12.148 0.313 0.24 6.59 6.59 2,302 10,000 0.23
15'-0"11.460 0.313 0.24 6.59 6.59 2,594 10,000 0.26
20'-0"10.773 0.313 0.24 6.59 6.59 2,946 10,000 0.29
20'-6"Arm Conn 10.704 0.313 0.24 6.59 6.59 2,986 10,000 0.30
25'-0"10.085 0.313 0.00 0.00 0.00 0,000 10,000 0.00
30'-0"9.398 0.313 0.00 0.00 0.00 0,000 10,000 0.00
35'-0"8.710 0.313 0.00 0.00 0.00 0,000 10,000 0.00
36'-6"Tube 2 Base 8.504 0.250 0.00 0.00 0.00 0,000 7,000 0.00
37'-2"Arm Conn 5.000 0.250 0.00 0.00 0.00 0,000 10,000 0.00
y z tot
b
Pole Stresses (Truck Gust):
Cut
Location Note
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
M
(ft-kips)
M
(ft-kips)
Bending
Stress
f (psi)
CAFL
(psi)CSR
0'-0"Tube 1 Base 13.500 0.313 0.12 3.88 3.88 1,091 4,500 0.24
0'-11"HandHole Toe 13.397 0.313 0.12 3.88 3.88 1,108 7,000 0.16
1'-3"HandHole Root 13.351 0.313 0.12 3.88 3.88 4,465 16,000 0.28
5'-0"12.835 0.313 0.12 3.88 3.88 1,210 10,000 0.12
10'-0"12.148 0.313 0.12 3.88 3.88 1,354 10,000 0.14
15'-0"11.460 0.313 0.12 3.88 3.88 1,527 10,000 0.15
20'-0"10.773 0.313 0.12 3.88 3.88 1,734 10,000 0.17
20'-6"Arm Conn 10.704 0.313 0.12 3.88 3.88 1,757 10,000 0.18
25'-0"10.085 0.313 0.00 0.00 0.00 0,000 10,000 0.00
y z tot
b
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S10 - Type IIISD-115-40-3512-J189939
SWA2 Amazon
Structure Page 11 of 12 Page 12 of 49
Pole Stresses (Truck Gust): (Continued...)
Cut
Location Note
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
M
(ft-kips)
M
(ft-kips)
Bending
Stress
f (psi)
CAFL
(psi)CSR
30'-0"9.398 0.313 0.00 0.00 0.00 0,000 10,000 0.00
35'-0"8.710 0.313 0.00 0.00 0.00 0,000 10,000 0.00
36'-6"Tube 2 Base 8.504 0.250 0.00 0.00 0.00 0,000 7,000 0.00
37'-2"Arm Conn 5.000 0.250 0.00 0.00 0.00 0,000 10,000 0.00
y z tot
b
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S10 - Type IIISD-115-40-3512-J189939
SWA2 Amazon
Structure Page 12 of 12 Page 13 of 49
Base Plate Analysis
Anchor Bolt Properties:
Number
Of
Bolts
Bolt
Diameter
(in)
Bolt
Circle
(in)
Bolt
Yield
(ksi)
4 1.50 18.00 105.00
Base Plate Properties:
Base
Plate
Square
(in)
Inner Dia.
ID
(in)
Base
Thickness
(in)
Base
Plate
Yield
(ksi)
18.00 11.00 2.00 36.00
Stress Analysis (Wind + Dead Load):
Critical
Wind
Angle
Bolts
Force
/ Bolt
(kips)
Bolt
CSR
Critical
Wind
Angle
Base Plate
Base
Plate
CSR
Thickness
Ratio
15°43.10 0.27 23°0.39 0.60
Stress Analysis (Dead Load + Ice + ½Wind):
Critical
Wind
Angle
Bolts
Force
/ Bolt
(kips)
Bolt
CSR
Critical
Wind
Angle
Base Plate
Base
Plate
CSR
Thickness
Ratio
26°38.72 0.18 31°0.35 0.55
Fatigue Analysis:
Item
N.W. Gust
Critical
Angle
N.W. Gust
Stress
(ksi)
Galloping
Stress
(ksi)
Truck Induced
Stress
(ksi)
CAFL
(ksi)
Bolts 12°3.01 2.21 1.30 7.00
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S4 - Type IIISD-115-40-3512-J189939
SWA2 Amazon
Structure Page 1 of 12 Page 14 of 49
Analysis For Traffic Structures
S4 - Type IIISD-115-40-3512-J189939
City of Renton
FOR
Project Name:SWA2 Amazon
Project Number:110050-01
Customer:Graybar
Customer P.O.:4703593003
Ameron S.O.:189939
Designed in accordance with 2015 AASHTO LRFD for Structural Supports for Highway Signs, Luminaires and
Traffic Signals
Parameters:
Basic Wind Speed:115 mph
Mean Recurrence Interval:1700 years
Fatigue Category:III
Natural Wind Gust:Yes
Galloping Loads:Yes
Truck Induced:Yes
Truck Speed:55
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S4 - Type IIISD-115-40-3512-J189939
SWA2 Amazon
Structure Page 2 of 12 Page 15 of 49
40' Mast Arm Analysis
Arm Properties:
Arm
Length Orientation
Mtg
Height
Arm
Rise
Base
Diameter
(in)
End
Diameter
(in)
Base
Thk
(in)
End
Thk
(in)
Weight
(kips)
40'-0"0°20'-6"3'-6"10 3/4"5 1/4"0.179 0.179 0.6
Arm Segment Properties:
Segment
ID
Segment
Length
Wall
Thickness
(in)
Base
Diameter
(in)
End
Diameter
(in)
Taper
(in/ft)
Design
Yield
(ksi)
Wind
Area
(ft²)
Base 40'-0"0.179 10.750 5.250 0.1375 55.00 26.67
Arm Segment Forces:
Segment
ID
Weight
(lbs)
Ice
Weight
(lbs)
Wind
(lbs)
Natural
Wind
Gust (lbs)
Galloping
(lbs)
Truck
Gust
(lbs)
Base 601 251 453 84 0 63
Arm Loadings:
Load
Name
Horizontal
Offset
Vertical
Offset
Vertical
Location (AGL)
Vertical Location
w/Gravity Defl
Weight
(lbs)
Area
(ft²)
Side Area
(ft²)
Ice Area
(ft²)
Btm Area
(ft²)
Drag
Coefficient
3 Section 35'-11"0'-0"23'-8"23'-2"60 9.2 4.8 20.4 1.5 1.2
36x30 30'-10"0'-0"23'-2"22'-10"38 7.5 0.5 7.5 1 1.19
3 Section 24'-6"0'-0"22'-8"22'-5"60 9.2 4.8 20.4 1.5 1.2
18x84 Sign 19'-5"0'-0"22'-2"22'-0"52 10.5 0.5 10.5 1 1.2
Video Detect 27'-2"0'-0"22'-10"22'-7"20 1 0.5 4 1 1
Arm Loadings Forces:
Load
Name
Weight
(lbs)
Ice
Weight
(lbs)
Wind
(lbs)
Natural
Wind
Gust (lbs)
Galloping
(lbs)
Truck
Gust
(lbs)
3 Section 60 61 337 32 58 17
36x30 38 22 271 26 47 11
3 Section 60 61 334 32 58 17
18x84 Sign 52 32 379 36 66 0
Video Detect 20 12 30 3 6 9
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S4 - Type IIISD-115-40-3512-J189939
SWA2 Amazon
Structure Page 3 of 12 Page 16 of 49
Arm Stresses (Wind + Dead Load):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
F
(kips)
F
(kips)
M
(ft-
kips)
M
(ft-
kips)
M
(ft-
kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
Y
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"10.750 0.179 0.000 0.831 1.80 3.99 45.65 16.93 0.07 1.99 48.85 -0.01 0.00 0.00 10.17 75.04 88.38 77.85 0.66
5'-0"10.085 0.179 0.000 0.733 1.74 3.22 36.83 13.03 0.06 1.89 39.20 -0.01 0.15 0.41 9.53 66.57 82.82 68.37 0.60
10'-0"9.398 0.179 0.000 0.642 1.68 2.47 28.31 9.61 0.06 1.80 30.00 -0.01 0.58 1.62 8.87 58.34 77.07 59.21 0.52
15'-0"8.710 0.179 0.000 0.556 1.62 1.75 20.08 6.63 0.05 1.72 21.22 -0.01 1.27 3.59 8.21 50.64 71.33 50.71 0.43
20'-0"8.023 0.179 0.000 0.426 1.19 1.08 12.33 4.08 0.04 1.26 13.03 0.00 2.19 6.24 7.55 43.48 65.58 42.86 0.31
25'-0"7.335 0.179 0.000 0.294 0.81 0.58 6.66 2.17 0.03 0.86 7.03 0.00 3.28 9.43 6.89 36.86 59.83 35.68 0.19
30'-0"6.648 0.179 0.000 0.208 0.72 0.25 2.86 0.93 0.02 0.75 3.02 0.00 4.50 13.00 6.23 30.78 54.08 29.15 0.10
35'-0"5.960 0.179 0.000 0.112 0.39 0.04 0.50 0.19 0.01 0.41 0.54 0.00 5.79 16.79 5.56 24.64 48.33 23.29 0.02
40'-0"5.273 0.179 0.000 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.11 20.65 4.90 19.13 42.59 18.08 0.00
x y z
x y z
ux u u ux
r r r r
Arm Stresses (Dead Load + Ice + ½Wind):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
F
(kips)
F
(kips)
M
(ft-
kips)
M
(ft-
kips)
M
(ft-
kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
Y
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"10.750 0.179 0.000 1.271 1.01 2.13 24.32 26.70 0.11 1.62 36.18 0.00 0.00 0.00 10.17 75.04 88.38 77.85 0.49
5'-0"10.085 0.179 0.000 1.133 0.96 1.70 19.43 20.72 0.10 1.48 28.45 0.00 0.24 0.22 9.53 66.57 82.82 68.37 0.44
10'-0"9.398 0.179 0.000 1.003 0.91 1.29 14.79 15.40 0.09 1.35 21.40 0.00 0.92 0.86 8.87 58.34 77.07 59.21 0.38
15'-0"8.710 0.179 0.000 0.882 0.86 0.91 10.40 10.71 0.08 1.23 14.96 0.00 2.03 1.90 8.21 50.64 71.33 50.71 0.30
20'-0"8.023 0.179 0.000 0.687 0.62 0.55 6.34 6.64 0.06 0.93 9.20 0.00 3.49 3.28 7.55 43.48 65.58 42.86 0.22
25'-0"7.335 0.179 0.000 0.464 0.42 0.30 3.39 3.53 0.04 0.62 4.91 0.00 5.24 4.95 6.89 36.86 59.83 35.68 0.14
30'-0"6.648 0.179 0.000 0.339 0.37 0.13 1.45 1.54 0.03 0.50 2.12 0.00 7.20 6.81 6.23 30.78 54.08 29.15 0.07
35'-0"5.960 0.179 0.000 0.195 0.20 0.02 0.25 0.31 0.02 0.28 0.40 0.00 9.27 8.79 5.56 24.64 48.33 23.29 0.02
40'-0"5.273 0.179 0.000 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.39 10.79 4.90 19.13 42.59 18.08 0.00
x y z
x y z
ux u u ux
r r r r
Arm Stresses (Dead Load):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
F
(kips)
F
(kips)
M
(ft-kips)
M
(ft-kips)
M
(ft-kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
Y
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"10.750 0.179 0.000 0.831 0.00 0.00 0.00 16.93 0.09 1.04 21.16 0.00 0.00 0.00 10.17 75.04 88.38 77.85 0.29
5'-0"10.085 0.179 0.000 0.733 0.00 0.00 0.00 13.03 0.08 0.91 16.29 0.00 0.15 0.00 9.53 66.57 82.82 68.37 0.25
10'-0"9.398 0.179 0.000 0.642 0.00 0.00 0.00 9.61 0.07 0.80 12.01 0.00 0.58 0.00 8.87 58.34 77.07 59.21 0.21
15'-0"8.710 0.179 0.000 0.556 0.00 0.00 0.00 6.63 0.06 0.69 8.29 0.00 1.27 0.00 8.21 50.64 71.33 50.71 0.17
20'-0"8.023 0.179 0.000 0.426 0.00 0.00 0.00 4.08 0.05 0.53 5.10 0.00 2.19 0.00 7.55 43.48 65.58 42.86 0.12
25'-0"7.335 0.179 0.000 0.294 0.00 0.00 0.00 2.17 0.03 0.37 2.71 0.00 3.28 0.00 6.89 36.86 59.83 35.68 0.08
30'-0"6.648 0.179 0.000 0.208 0.00 0.00 0.00 0.93 0.02 0.26 1.16 0.00 4.50 0.00 6.23 30.78 54.08 29.15 0.04
35'-0"5.960 0.179 0.000 0.112 0.00 0.00 0.00 0.19 0.01 0.14 0.24 0.00 5.79 0.00 5.56 24.64 48.33 23.29 0.01
40'-0"5.273 0.179 0.000 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.11 0.00 4.90 19.13 42.59 18.08 0.00
x y z x y z ux u u ux
r r r r
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S4 - Type IIISD-115-40-3512-J189939
SWA2 Amazon
Structure Page 4 of 12 Page 17 of 49
Arm Stresses (Natural Wind Gust):
Cut
Location Note
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
M
(ft-kips)
M
(ft-kips)
M
(ft-kips)
Bending
Stress
f (psi)
CAFL
(psi)CSR
Defl
Z
(in)
0'-0"Tube 1 Base 10.750 0.179 0.21 0.43 4.96 4.98 3,795 7,000 0.54 0.00
5'-0"10.085 0.179 0.20 0.34 3.94 3.95 3,432 10,000 0.34 0.04
10'-0"9.398 0.179 0.19 0.26 2.98 2.99 3,002 10,000 0.30 0.17
15'-0"8.710 0.179 0.17 0.18 2.09 2.10 2,456 10,000 0.25 0.38
20'-0"8.023 0.179 0.13 0.11 1.27 1.28 1,768 10,000 0.18 0.66
25'-0"7.335 0.179 0.08 0.06 0.68 0.68 1,137 10,000 0.11 1.00
30'-0"6.648 0.179 0.07 0.03 0.29 0.29 0,592 10,000 0.06 1.38
35'-0"5.960 0.179 0.04 0.00 0.05 0.05 0,131 10,000 0.01 1.77
z x y tot
b
Arm Stresses (Galloping):
Cut
Location Note
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
M
(ft-kips)
M
(ft-kips)
Bending
Stress
f (psi)
CAFL
(psi)CSR
Defl
Y
(in)
0'-0"Tube 1 Base 10.750 0.179 0.24 6.41 6.41 4,892 7,000 0.70 0.00
5'-0"10.085 0.179 0.24 5.24 5.24 4,551 10,000 0.46 0.06
10'-0"9.398 0.179 0.24 4.07 4.07 4,078 10,000 0.41 0.23
15'-0"8.710 0.179 0.24 2.89 2.89 3,388 10,000 0.34 0.51
20'-0"8.023 0.179 0.17 1.75 1.75 2,428 10,000 0.24 0.89
25'-0"7.335 0.179 0.11 0.93 0.93 1,552 10,000 0.16 1.34
30'-0"6.648 0.179 0.11 0.39 0.39 0,803 10,000 0.08 1.85
35'-0"5.960 0.179 0.06 0.06 0.06 0,155 10,000 0.02 2.39
y z tot
b
Arm Stresses (Truck Gust):
Cut
Location Note
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
M
(ft-kips)
M
(ft-kips)
Bending
Stress
f (psi)
CAFL
(psi)CSR
Defl
Y
(in)
0'-0"Tube 1 Base 10.750 0.179 0.12 3.75 3.75 2,860 7,000 0.41 0.00
5'-0"10.085 0.179 0.12 3.16 3.16 2,747 10,000 0.27 0.03
10'-0"9.398 0.179 0.12 2.58 2.58 2,584 10,000 0.26 0.14
15'-0"8.710 0.179 0.12 1.99 1.99 2,330 10,000 0.23 0.31
20'-0"8.023 0.179 0.12 1.40 1.40 1,944 10,000 0.19 0.55
25'-0"7.335 0.179 0.10 0.82 0.82 1,371 10,000 0.14 0.85
30'-0"6.648 0.179 0.08 0.36 0.36 0,732 10,000 0.07 1.20
35'-0"5.960 0.179 0.04 0.08 0.08 0,196 10,000 0.02 1.57
y z tot
b
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S4 - Type IIISD-115-40-3512-J189939
SWA2 Amazon
Structure Page 5 of 12 Page 18 of 49
Flange Analysis For 40' Mast Arm
Connection Bolt Properties:
Number
Of
Bolts
Bolt
Diameter
(in)
Bolt
Circle
(in)
Bolt
Yield
(ksi)
4 1.50 22.50 92.00
Flange Properties:
Flange
Square
(in)
Inner Dia.
ID
(in)
Flange
Thickness
(in)
Gusset
Thickness
(in)
Flange
Yield
(ksi)
20.00 7.00 2.00 0.38 36.00
Stress Analysis (Wind + Dead Load):
Force
/ Bolt
(kips)
Bolt
CSR
Flange
CSR
Thickness
Ratio
23.67 0.08 0.38 0.61
Stress Analysis (Dead Load + Ice + ½Wind):
Force
/ Bolt
(kips)
Bolt
CSR
Flange
CSR
Thickness
Ratio
19.28 0.05 0.31 0.55
Fatigue Analysis:
Item
N.W. Gust
Stress
(ksi)
Galloping
Stress
(ksi)
Truck Induced
Stress
(ksi)
CAFL
(ksi)
Bolts 1.34 1.72 1.01 7.00
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S4 - Type IIISD-115-40-3512-J189939
SWA2 Amazon
Structure Page 6 of 12 Page 19 of 49
12' Mast Arm Analysis
Arm Properties:
Arm
Length Orientation
Mtg
Height
Arm
Rise
Base
Diameter
(in)
End
Diameter
(in)
Base
Thk
(in)
End
Thk
(in)
Weight
(kips)
12'-0"0°37'-2"0'-3"15 1/4"13 5/8"0.239 0.239 0.44
Arm Segment Properties:
Segment
ID
Segment
Length
Wall
Thickness
(in)
Base
Diameter
(in)
End
Diameter
(in)
Taper
(in/ft)
Design
Yield
(ksi)
Wind
Area
(ft²)
Base 12'-0"0.239 15.280 13.630 0.1375 55.00 14.46
Arm Segment Forces:
Segment
ID
Weight
(lbs)
Ice
Weight
(lbs)
Wind
(lbs)
Natural
Wind
Gust (lbs)
Galloping
(lbs)
Truck
Gust
(lbs)
Base 437 135 243 46 0 75
Arm Loadings:
Load
Name
Horizontal
Offset
Vertical
Offset
Vertical
Location (AGL)
Vertical Location
w/Gravity Defl
Weight
(lbs)
Area
(ft²)
Side Area
(ft²)
Ice Area
(ft²)
Btm Area
(ft²)
Drag
Coefficient
Cyclone Lum CY55P1A 12'-0"0'-0"37'-5"37'-4"44 2.1 2.1 6.2 1 1
Arm Loadings Forces:
Load
Name
Weight
(lbs)
Ice
Weight
(lbs)
Wind
(lbs)
Natural
Wind
Gust (lbs)
Galloping
(lbs)
Truck
Gust
(lbs)
Cyclone Lum CY55P1A 44 19 71 6 13 9
Arm Stresses (Wind + Dead Load):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
F
(kips)
F
(kips)
M
(ft-kips)
M
(ft-kips)
M
(ft-kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
Y
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"15.280 0.239 0.000 0.481 0.31 0.04 2.28 3.10 0.01 0.57 3.85 0.00 0.00 0.00 246.77 200.65 167.69 210.19 0.02
5'-0"14.615 0.239 0.000 0.293 0.21 0.02 0.98 1.17 0.01 0.36 1.52 0.00 0.01 0.00 242.75 184.53 160.28 192.02 0.01
10'-0"13.928 0.239 0.000 0.113 0.11 0.00 0.18 0.16 0.00 0.16 0.24 0.00 0.02 0.01 238.70 168.56 152.62 174.09 0.00
12'-0"13.653 0.239 0.000 0.044 0.07 0.00 0.00 0.00 0.00 0.08 0.00 0.00 0.02 0.02 227.51 162.37 149.55 167.17 0.00
x y z x y z ux u u ux
r r r r
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S4 - Type IIISD-115-40-3512-J189939
SWA2 Amazon
Structure Page 7 of 12 Page 20 of 49
Arm Stresses (Dead Load + Ice + ½Wind):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
F
(kips)
F
(kips)
M
(ft-kips)
M
(ft-kips)
M
(ft-kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
Y
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"15.280 0.239 0.000 0.635 0.21 0.03 1.49 4.12 0.01 0.67 4.38 0.00 0.00 0.00 246.77 200.65 167.69 210.19 0.02
5'-0"14.615 0.239 0.000 0.389 0.14 0.01 0.60 1.57 0.01 0.41 1.68 0.00 0.01 0.00 242.75 184.53 160.28 192.02 0.01
10'-0"13.928 0.239 0.000 0.154 0.06 0.00 0.10 0.22 0.00 0.17 0.24 0.00 0.02 0.01 238.70 168.56 152.62 174.09 0.00
12'-0"13.653 0.239 0.000 0.063 0.04 0.00 0.00 0.00 0.00 0.07 0.00 0.00 0.03 0.01 227.51 162.37 149.55 167.17 0.00
x y z x y z ux u u ux
r r r r
Arm Stresses (Dead Load):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
F
(kips)
F
(kips)
M
(ft-kips)
M
(ft-kips)
M
(ft-kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
Y
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"15.280 0.239 0.000 0.481 0.00 0.00 0.00 3.10 0.01 0.60 3.87 0.00 0.00 0.00 246.77 200.65 167.69 210.19 0.02
5'-0"14.615 0.239 0.000 0.293 0.00 0.00 0.00 1.17 0.01 0.37 1.46 0.00 0.01 0.00 242.75 184.53 160.28 192.02 0.01
10'-0"13.928 0.239 0.000 0.113 0.00 0.00 0.00 0.16 0.00 0.14 0.20 0.00 0.02 0.00 238.70 168.56 152.62 174.09 0.00
12'-0"13.653 0.239 0.000 0.044 0.00 0.00 0.00 0.00 0.00 0.05 0.00 0.00 0.02 0.00 227.51 162.37 149.55 167.17 0.00
x y z x y z ux u u ux
r r r r
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S4 - Type IIISD-115-40-3512-J189939
SWA2 Amazon
Structure Page 8 of 12 Page 21 of 49
Pole Analysis
Pole Properties:
Pole
Length
Base
Diameter
(in)
End
Diameter
(in)
Base
Thk
(in)
End
Thk
(in)
Weight
(kips)
37'-10"13 1/2"5"0.312 0.25 1.32
Pole Segment Properties:
Segment
ID
Segment
Length
Wall
Thickness
(in)
Base
Diameter
(in)
End
Diameter
(in)
Taper
(in/ft)
Design
Yield
(ksi)
Wind
Area
(ft²)
Base 36'-6"0.313 13.500 8.481 0.1375 55.00 33.43
2 1'-4"0.250 5.000 5.000 0.0000 46.00 0.56
Pole Segment Forces:
Segment
ID
Weight
(lbs)
Ice
Weight
(lbs)
Wind
(lbs)
Natural
Wind
Gust (lbs)
Galloping
(lbs)
Truck
Gust
(lbs)
Base 1305 315 496 105 0 0
2 17 5 16 2 0 0
Pole Loadings:
Load
Name
Horizontal
Offset
Vertical
Offset
Vertical
Location (AGL)
Weight
(lbs)
Area
(ft²)
Side Area
(ft²)
Ice Area
(ft²)
Btm Area
(ft²)
Drag
Coefficient
Ped Signal 1'-0"9'-0"9'-0"45 2.77 2 7.54 1.5 1.2
Ped Signal 1'-0"9'-0"9'-0"45 2.77 2 7.54 1.5 1.2
Terminal Cabinet 1'-0"11'-0"11'-0"50 2.5 2 7 1 1.7
Pole Loadings Forces:
Load
Name
Weight
(lbs)
Ice
Weight
(lbs)
Wind
(lbs)
Natural
Wind
Gust (lbs)
Galloping
(lbs)
Truck
Gust
(lbs)
Ped Signal 45 23 93 10 0 0
Ped Signal 45 23 93 10 0 0
Terminal Cabinet 50 21 119 12 0 0
Pole Stresses (Wind + Dead Load):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
Critical
Wind
Angle
F
(kips)
F
(kips)
F
(kips)
M
(ft-
kips)
M
(ft-
kips)
M
(ft-
kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
X
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"13.500 0.313 22°-0.572 2.774 2.96 73.55 47.23 18.88 2.77 3.01 75.93 47.23 0.00 0.00 45.24 215.74 192.16 211.18 0.47
1'-3"13.351 0.313 22°-0.572 2.719 2.94 69.86 47.23 18.88 2.72 3.00 72.37 47.23 0.00 0.01 44.73 211.37 189.99 206.43 0.46
5'-0"12.835 0.313 22°-0.572 2.559 2.88 58.95 47.23 18.88 2.56 2.94 61.90 47.23 0.06 0.17 42.96 196.58 182.48 190.43 0.44
10'-0"12.148 0.313 21°-0.551 2.266 2.63 44.65 47.37 18.96 2.27 2.68 48.51 47.37 0.25 0.65 40.60 177.68 172.46 170.10 0.41
15'-0"11.460 0.313 19°-0.507 2.024 2.45 31.55 47.86 19.25 2.02 2.50 36.96 47.86 0.61 1.39 38.24 159.71 162.44 150.91 0.38
20'-0"10.773 0.313 12°-0.335 1.843 2.40 17.01 49.51 20.26 1.84 2.42 26.45 49.51 1.15 2.35 35.88 140.62 152.42 132.87 0.37
20'-6"10.704 0.313 11°-0.308 1.826 2.39 15.44 49.68 20.38 1.83 2.41 25.57 49.68 1.21 2.45 35.65 138.78 151.42 131.13 0.38
25'-0"10.085 0.313 38°-0.118 0.843 0.45 6.56 1.85 2.51 0.84 0.47 7.02 1.85 1.83 3.42 33.52 122.74 142.41 115.98 0.07
x y z
x y z
ux u u ux
r r r r
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S4 - Type IIISD-115-40-3512-J189939
SWA2 Amazon
Structure Page 9 of 12 Page 22 of 49
Pole Stresses (Wind + Dead Load): (Continued...)
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
Critical
Wind
Angle
F
(kips)
F
(kips)
F
(kips)
M
(ft-
kips)
M
(ft-
kips)
M
(ft-
kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
X
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
30'-0"9.398 0.313 43°-0.121 0.685 0.37 4.58 1.72 2.33 0.69 0.39 5.14 1.72 2.55 4.56 31.17 106.08 132.39 100.23 0.06
35'-0"8.710 0.313 48°-0.121 0.539 0.30 3.03 1.57 2.13 0.54 0.32 3.70 1.57 3.33 5.73 28.81 90.63 122.37 85.64 0.05
36'-6"8.504 0.250 51°-0.119 0.498 0.27 2.70 1.48 2.00 0.50 0.29 3.36 1.48 3.57 6.09 13.04 58.58 80.48 55.35 0.08
37'-2"5.000 0.250 63°-0.098 0.489 0.21 2.88 1.07 1.44 0.49 0.24 3.22 1.07 3.69 6.25 13.04 19.40 46.31 18.33 0.19
37'-10"5.000 0.250 0°0.000 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.81 6.41 13.04 19.40 46.31 18.33 0.00
x y z
x y z
ux u u ux
r r r r
Pole Stresses (Dead Load + Ice + ½Wind):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
Critical
Wind
Angle
F
(kips)
F
(kips)
F
(kips)
M
(ft-
kips)
M
(ft-
kips)
M
(ft-
kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
X
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"13.500 0.313 41°-0.489 3.754 1.66 57.55 20.77 24.15 3.75 1.73 62.41 20.77 0.00 0.00 45.24 215.74 192.16 211.18 0.33
1'-3"13.351 0.313 41°-0.489 3.687 1.64 55.49 20.77 24.15 3.69 1.71 60.52 20.77 0.01 0.01 44.73 211.37 189.99 206.43 0.33
5'-0"12.835 0.313 43°-0.493 3.488 1.57 49.83 20.13 23.38 3.49 1.64 55.04 20.13 0.09 0.10 42.96 196.58 182.48 190.43 0.32
10'-0"12.148 0.313 45°-0.494 3.100 1.39 42.71 19.37 22.45 3.10 1.47 48.25 19.37 0.39 0.40 40.60 177.68 172.46 170.10 0.31
15'-0"11.460 0.313 49°-0.489 2.791 1.21 37.22 17.92 20.71 2.79 1.31 42.59 17.92 0.93 0.85 38.24 159.71 162.44 150.91 0.30
20'-0"10.773 0.313 54°-0.470 2.567 1.08 32.72 16.05 18.51 2.57 1.18 37.59 16.05 1.76 1.44 35.88 140.62 152.42 132.87 0.30
20'-6"10.704 0.313 55°-0.464 2.545 1.06 32.44 15.67 18.05 2.55 1.16 37.12 15.67 1.86 1.50 35.65 138.78 151.42 131.13 0.30
25'-0"10.085 0.313 43°-0.090 1.086 0.30 5.85 1.12 3.10 1.09 0.31 6.63 1.12 2.81 2.10 33.52 122.74 142.41 115.98 0.07
30'-0"9.398 0.313 46°-0.090 0.890 0.24 4.59 1.06 2.95 0.89 0.26 5.45 1.06 3.91 2.81 31.17 106.08 132.39 100.23 0.07
35'-0"8.710 0.313 48°-0.089 0.708 0.19 3.58 1.03 2.84 0.71 0.21 4.57 1.03 5.08 3.54 28.81 90.63 122.37 85.64 0.06
36'-6"8.504 0.250 51°-0.088 0.657 0.17 3.44 0.96 2.67 0.66 0.19 4.36 0.96 5.45 3.76 13.04 58.58 80.48 55.35 0.10
37'-2"5.000 0.250 65°-0.069 0.646 0.13 3.88 0.65 1.79 0.65 0.14 4.27 0.65 5.62 3.86 13.04 19.40 46.31 18.33 0.25
37'-10"5.000 0.250 0°0.000 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.80 3.96 13.04 19.40 46.31 18.33 0.00
x y z
x y z
ux u u ux
r r r r
Pole Stresses (Dead Load):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
F
(kips)
F
(kips)
M
(ft-kips)
M
(ft-kips)
M
(ft-kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
X
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"13.500 0.313 0.000 2.774 0.00 0.00 0.00 21.47 3.47 0.00 26.83 0.00 0.00 0.00 45.24 215.74 192.16 211.18 0.16
1'-3"13.351 0.313 0.000 2.719 0.00 0.00 0.00 21.47 3.40 0.00 26.83 0.00 0.00 0.00 44.73 211.37 189.99 206.43 0.17
5'-0"12.835 0.313 0.000 2.559 0.00 0.00 0.00 21.47 3.20 0.00 26.83 0.00 0.06 0.00 42.96 196.58 182.48 190.43 0.17
10'-0"12.148 0.313 0.000 2.266 0.00 0.00 0.00 21.38 2.83 0.00 26.72 0.00 0.25 0.00 40.60 177.68 172.46 170.10 0.19
15'-0"11.460 0.313 0.000 2.024 0.00 0.00 0.00 21.33 2.53 0.00 26.66 0.00 0.61 0.00 38.24 159.71 162.44 150.91 0.20
20'-0"10.773 0.313 0.000 1.843 0.00 0.00 0.00 21.33 2.30 0.00 26.66 0.00 1.15 0.00 35.88 140.62 152.42 132.87 0.22
20'-6"10.704 0.313 0.000 1.826 0.00 0.00 0.00 21.33 2.28 0.00 26.66 0.00 1.21 0.00 35.65 138.78 151.42 131.13 0.23
25'-0"10.085 0.313 0.000 0.843 0.00 0.00 0.00 3.20 1.05 0.00 4.00 0.00 1.83 0.00 33.52 122.74 142.41 115.98 0.05
30'-0"9.398 0.313 0.000 0.685 0.00 0.00 0.00 3.20 0.86 0.00 4.00 0.00 2.55 0.00 31.17 106.08 132.39 100.23 0.05
35'-0"8.710 0.313 0.000 0.539 0.00 0.00 0.00 3.20 0.67 0.00 4.00 0.00 3.33 0.00 28.81 90.63 122.37 85.64 0.06
36'-6"8.504 0.250 0.000 0.498 0.00 0.00 0.00 3.20 0.62 0.00 4.00 0.00 3.57 0.00 13.04 58.58 80.48 55.35 0.09
37'-2"5.000 0.250 0.000 0.489 0.00 0.00 0.00 3.20 0.61 0.00 4.00 0.00 3.69 0.00 13.04 19.40 46.31 18.33 0.23
37'-10"5.000 0.250 0.000 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.81 0.00 13.04 19.40 46.31 18.33 0.00
x y z x y z ux u u ux
r r r r
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S4 - Type IIISD-115-40-3512-J189939
SWA2 Amazon
Structure Page 10 of 12 Page 23 of 49
Pole Stresses (Natural Wind Gust):
Cut
Location Note
Tube
OD
(in)
Tube
Thk
(in)
Critical
Wind
Angle
F
(kips)
M
(ft-kips)
M
(ft-kips)
M
(ft-kips)
Bending
Stress
f (psi)
CAFL
(psi)CSR
0'-0"Tube 1 Base 13.500 0.313 0°0.40 8.84 5.64 8.84 2,486 4,500 0.55
0'-11"HandHole Toe 13.397 0.313 0°0.40 8.48 5.64 8.48 2,420 7,000 0.35
1'-3"HandHole Root 13.351 0.313 0°0.40 8.34 5.64 8.34 9,599 16,000 0.60
5'-0"12.835 0.313 0°0.38 6.88 5.64 6.88 2,144 10,000 0.21
10'-0"12.148 0.313 0°0.35 5.02 5.63 5.02 1,751 10,000 0.18
15'-0"11.460 0.313 0°0.32 3.36 5.61 3.36 1,322 10,000 0.13
20'-0"10.773 0.313 0°0.31 1.79 5.61 1.79 0,800 10,000 0.08
20'-6"Arm Conn 10.704 0.313 0°0.31 1.64 5.61 1.64 0,741 10,000 0.07
25'-0"10.085 0.313 0°0.08 0.81 0.35 0.81 0,415 10,000 0.04
30'-0"9.398 0.313 0°0.07 0.44 0.35 0.44 0,259 10,000 0.03
35'-0"8.710 0.313 0°0.06 0.12 0.35 0.12 0,086 10,000 0.01
36'-6"Tube 2 Base 8.504 0.250 0°0.05 0.04 0.35 0.04 0,112 7,000 0.02
37'-2"Arm Conn 5.000 0.250 0°0.05 0.01 0.35 0.01 0,017 10,000 0.00
z x y tot
b
Pole Stresses (Galloping):
Cut
Location Note
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
M
(ft-kips)
M
(ft-kips)
Bending
Stress
f (psi)
CAFL
(psi)CSR
0'-0"Tube 1 Base 13.500 0.313 0.24 6.75 6.75 1,899 4,500 0.42
0'-11"HandHole Toe 13.397 0.313 0.24 6.75 6.75 1,929 7,000 0.28
1'-3"HandHole Root 13.351 0.313 0.24 6.75 6.75 7,772 16,000 0.49
5'-0"12.835 0.313 0.24 6.75 6.75 2,106 10,000 0.21
10'-0"12.148 0.313 0.24 6.75 6.75 2,358 10,000 0.24
15'-0"11.460 0.313 0.24 6.75 6.75 2,657 10,000 0.27
20'-0"10.773 0.313 0.24 6.75 6.75 3,018 10,000 0.30
20'-6"Arm Conn 10.704 0.313 0.24 6.75 6.75 3,058 10,000 0.31
25'-0"10.085 0.313 0.00 0.00 0.00 0,000 10,000 0.00
30'-0"9.398 0.313 0.00 0.00 0.00 0,000 10,000 0.00
35'-0"8.710 0.313 0.00 0.00 0.00 0,000 10,000 0.00
36'-6"Tube 2 Base 8.504 0.250 0.00 0.00 0.00 0,000 7,000 0.00
37'-2"Arm Conn 5.000 0.250 0.00 0.00 0.00 0,000 10,000 0.00
y z tot
b
Pole Stresses (Truck Gust):
Cut
Location Note
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
M
(ft-kips)
M
(ft-kips)
Bending
Stress
f (psi)
CAFL
(psi)CSR
0'-0"Tube 1 Base 13.500 0.313 0.12 3.92 3.92 1,102 4,500 0.24
0'-11"HandHole Toe 13.397 0.313 0.12 3.92 3.92 1,120 7,000 0.16
1'-3"HandHole Root 13.351 0.313 0.12 3.92 3.92 4,511 16,000 0.28
5'-0"12.835 0.313 0.12 3.92 3.92 1,222 10,000 0.12
10'-0"12.148 0.313 0.12 3.92 3.92 1,368 10,000 0.14
15'-0"11.460 0.313 0.12 3.92 3.92 1,542 10,000 0.15
20'-0"10.773 0.313 0.12 3.92 3.92 1,752 10,000 0.18
20'-6"Arm Conn 10.704 0.313 0.12 3.92 3.92 1,775 10,000 0.18
25'-0"10.085 0.313 0.00 0.00 0.00 0,000 10,000 0.00
y z tot
b
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S4 - Type IIISD-115-40-3512-J189939
SWA2 Amazon
Structure Page 11 of 12 Page 24 of 49
Pole Stresses (Truck Gust): (Continued...)
Cut
Location Note
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
M
(ft-kips)
M
(ft-kips)
Bending
Stress
f (psi)
CAFL
(psi)CSR
30'-0"9.398 0.313 0.00 0.00 0.00 0,000 10,000 0.00
35'-0"8.710 0.313 0.00 0.00 0.00 0,000 10,000 0.00
36'-6"Tube 2 Base 8.504 0.250 0.00 0.00 0.00 0,000 7,000 0.00
37'-2"Arm Conn 5.000 0.250 0.00 0.00 0.00 0,000 10,000 0.00
y z tot
b
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S4 - Type IIISD-115-40-3512-J189939
SWA2 Amazon
Structure Page 12 of 12 Page 25 of 49
Base Plate Analysis
Anchor Bolt Properties:
Number
Of
Bolts
Bolt
Diameter
(in)
Bolt
Circle
(in)
Bolt
Yield
(ksi)
4 1.50 18.00 105.00
Base Plate Properties:
Base
Plate
Square
(in)
Inner Dia.
ID
(in)
Base
Thickness
(in)
Base
Plate
Yield
(ksi)
18.00 11.00 2.00 36.00
Stress Analysis (Wind + Dead Load):
Critical
Wind
Angle
Bolts
Force
/ Bolt
(kips)
Bolt
CSR
Critical
Wind
Angle
Base Plate
Base
Plate
CSR
Thickness
Ratio
15°43.25 0.28 23°0.39 0.60
Stress Analysis (Dead Load + Ice + ½Wind):
Critical
Wind
Angle
Bolts
Force
/ Bolt
(kips)
Bolt
CSR
Critical
Wind
Angle
Base Plate
Base
Plate
CSR
Thickness
Ratio
26°38.94 0.18 31°0.35 0.55
Fatigue Analysis:
Item
N.W. Gust
Critical
Angle
N.W. Gust
Stress
(ksi)
Galloping
Stress
(ksi)
Truck Induced
Stress
(ksi)
CAFL
(ksi)
Bolts 12°3.02 2.27 1.32 7.00
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S1 - Type IIISD-115-45-3512-J189939
SWA2 Amazon
Structure Page 1 of 12 Page 26 of 49
Analysis For Traffic Structures
S1 - Type IIISD-115-45-3512-J189939
City of Renton
FOR
Project Name:SWA2 Amazon
Project Number:110050-01
Customer:Graybar
Customer P.O.:4703593003
Ameron S.O.:189939
Designed in accordance with 2015 AASHTO LRFD for Structural Supports for Highway Signs, Luminaires and
Traffic Signals
Parameters:
Basic Wind Speed:115 mph
Mean Recurrence Interval:1700 years
Fatigue Category:III
Natural Wind Gust:Yes
Galloping Loads:Yes
Truck Induced:Yes
Truck Speed:55
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S1 - Type IIISD-115-45-3512-J189939
SWA2 Amazon
Structure Page 2 of 12 Page 27 of 49
45' Mast Arm Analysis
Arm Properties:
Arm
Length Orientation
Mtg
Height
Arm
Rise
Base
Diameter
(in)
End
Diameter
(in)
Base
Thk
(in)
End
Thk
(in)
Weight
(kips)
45'-0"0°20'-6"3'-11"10 3/4"4 9/16"0.239 0.239 0.85
Arm Segment Properties:
Segment
ID
Segment
Length
Wall
Thickness
(in)
Base
Diameter
(in)
End
Diameter
(in)
Taper
(in/ft)
Design
Yield
(ksi)
Wind
Area
(ft²)
Base 45'-0"0.239 10.750 4.563 0.1375 55.00 28.71
Arm Segment Forces:
Segment
ID
Weight
(lbs)
Ice
Weight
(lbs)
Wind
(lbs)
Natural
Wind
Gust (lbs)
Galloping
(lbs)
Truck
Gust
(lbs)
Base 856 271 514 91 0 56
Arm Loadings:
Load
Name
Horizontal
Offset
Vertical
Offset
Vertical
Location (AGL)
Vertical Location
w/Gravity Defl
Weight
(lbs)
Area
(ft²)
Side Area
(ft²)
Ice Area
(ft²)
Btm Area
(ft²)
Drag
Coefficient
3 Section 38'-11"0'-0"23'-11"23'-3"60 9.2 4.8 20.4 1.5 1.2
36x30 32'-7"0'-0"23'-4"22'-10"38 7.5 0.5 7.5 1 1.19
3 Section 26'-4"0'-0"22'-10"22'-5"60 9.2 4.8 20.4 1.5 1.2
EVP 35'-7"0'-0"23'-7"23'-0"20 1 0.5 4 1 1
18x72 Sign 20'-8"0'-0"22'-4"22'-1"45 9 0.5 9 1 1.2
Video Detect 29'-0"0'-0"23'-0"22'-7"20 1 0.5 4 1 1
GPS 23'-7"0'-0"22'-7"22'-3"20 1 0.5 4 1 1
Arm Loadings Forces:
Load
Name
Weight
(lbs)
Ice
Weight
(lbs)
Wind
(lbs)
Natural
Wind
Gust (lbs)
Galloping
(lbs)
Truck
Gust
(lbs)
3 Section 60 61 337 32 58 17
36x30 38 22 271 26 47 11
3 Section 60 61 334 32 58 0
EVP 20 12 30 3 6 9
18x72 Sign 45 27 325 31 57 0
Video Detect 20 12 30 3 6 9
GPS 20 12 30 3 6 0
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S1 - Type IIISD-115-45-3512-J189939
SWA2 Amazon
Structure Page 3 of 12 Page 28 of 49
Arm Stresses (Wind + Dead Load):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
F
(kips)
F
(kips)
M
(ft-
kips)
M
(ft-
kips)
M
(ft-
kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
Y
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"10.750 0.239 0.000 1.118 1.87 4.51 51.58 24.35 0.10 2.18 57.22 -0.01 0.00 0.00 9.59 104.03 117.19 102.64 0.56
5'-0"10.085 0.239 0.000 0.988 1.81 3.70 42.41 19.11 0.09 2.06 46.66 -0.01 0.17 0.36 8.98 92.47 109.78 90.07 0.52
10'-0"9.398 0.239 0.000 0.867 1.75 2.93 33.55 14.50 0.08 1.95 36.66 -0.01 0.65 1.42 8.36 81.21 102.11 77.94 0.46
15'-0"8.710 0.239 0.000 0.754 1.69 2.18 24.98 10.46 0.07 1.85 27.17 -0.01 1.43 3.17 7.73 70.56 94.45 66.67 0.39
20'-0"8.023 0.239 0.000 0.650 1.64 1.45 16.69 6.97 0.06 1.76 18.14 -0.01 2.48 5.57 7.10 59.57 86.78 56.29 0.31
25'-0"7.335 0.239 0.000 0.490 1.23 0.88 10.07 4.19 0.04 1.32 10.94 0.00 3.77 8.52 6.47 49.52 79.12 46.79 0.23
30'-0"6.648 0.239 0.000 0.324 0.81 0.46 5.28 2.20 0.03 0.88 5.74 0.00 5.24 11.92 5.85 40.39 71.45 38.16 0.15
35'-0"5.960 0.239 0.000 0.209 0.49 0.17 1.99 0.87 0.02 0.53 2.18 0.00 6.84 15.62 5.22 32.19 63.79 30.41 0.07
40'-0"5.273 0.239 0.000 0.060 0.06 0.01 0.15 0.15 0.01 0.08 0.21 0.00 8.51 19.49 4.59 24.92 56.12 23.54 0.01
45'-0"4.585 0.239 0.000 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.21 23.40 3.97 18.57 48.46 17.55 0.00
x y z
x y z
ux u u ux
r r r r
Arm Stresses (Dead Load + Ice + ½Wind):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
F
(kips)
F
(kips)
M
(ft-
kips)
M
(ft-
kips)
M
(ft-
kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
Y
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"10.750 0.239 0.000 1.597 1.04 2.38 27.29 35.96 0.14 1.90 45.21 0.00 0.00 0.00 9.59 104.03 117.19 102.64 0.45
5'-0"10.085 0.239 0.000 1.426 0.99 1.94 22.22 28.44 0.12 1.73 36.14 0.00 0.25 0.19 8.98 92.47 109.78 90.07 0.40
10'-0"9.398 0.239 0.000 1.267 0.94 1.52 17.41 21.73 0.11 1.57 27.89 0.00 0.96 0.75 8.36 81.21 102.11 77.94 0.35
15'-0"8.710 0.239 0.000 1.119 0.89 1.12 12.85 15.80 0.10 1.43 20.40 0.00 2.13 1.66 7.73 70.56 94.45 66.67 0.30
20'-0"8.023 0.239 0.000 0.982 0.85 0.74 8.52 10.57 0.09 1.30 13.60 0.00 3.70 2.91 7.10 59.57 86.78 56.29 0.24
25'-0"7.335 0.239 0.000 0.753 0.63 0.44 5.10 6.35 0.07 0.98 8.15 0.00 5.63 4.44 6.47 49.52 79.12 46.79 0.17
30'-0"6.648 0.239 0.000 0.486 0.41 0.23 2.66 3.34 0.04 0.64 4.28 0.00 7.84 6.20 5.85 40.39 71.45 38.16 0.11
35'-0"5.960 0.239 0.000 0.323 0.24 0.09 0.99 1.32 0.03 0.40 1.66 0.00 10.24 8.11 5.22 32.19 63.79 30.41 0.05
40'-0"5.273 0.239 0.000 0.079 0.03 0.01 0.08 0.19 0.01 0.08 0.21 0.00 12.76 10.11 4.59 24.92 56.12 23.54 0.01
45'-0"4.585 0.239 0.000 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.30 12.12 3.97 18.57 48.46 17.55 0.00
x y z
x y z
ux u u ux
r r r r
Arm Stresses (Dead Load):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
F
(kips)
F
(kips)
M
(ft-
kips)
M
(ft-
kips)
M
(ft-
kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
Y
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"10.750 0.239 0.000 1.118 0.00 0.00 0.00 24.35 0.12 1.39 30.44 0.00 0.00 0.00 9.59 104.03 117.19 102.64 0.30
5'-0"10.085 0.239 0.000 0.988 0.00 0.00 0.00 19.11 0.11 1.23 23.89 0.00 0.17 0.00 8.98 92.47 109.78 90.07 0.27
10'-0"9.398 0.239 0.000 0.867 0.00 0.00 0.00 14.50 0.09 1.08 18.12 0.00 0.65 0.00 8.36 81.21 102.11 77.94 0.23
15'-0"8.710 0.239 0.000 0.754 0.00 0.00 0.00 10.46 0.08 0.94 13.08 0.00 1.43 0.00 7.73 70.56 94.45 66.67 0.19
20'-0"8.023 0.239 0.000 0.650 0.00 0.00 0.00 6.97 0.07 0.81 8.71 0.00 2.48 0.00 7.10 59.57 86.78 56.29 0.15
25'-0"7.335 0.239 0.000 0.490 0.00 0.00 0.00 4.19 0.05 0.61 5.24 0.00 3.77 0.00 6.47 49.52 79.12 46.79 0.11
30'-0"6.648 0.239 0.000 0.324 0.00 0.00 0.00 2.20 0.04 0.40 2.75 0.00 5.24 0.00 5.85 40.39 71.45 38.16 0.07
35'-0"5.960 0.239 0.000 0.209 0.00 0.00 0.00 0.87 0.02 0.26 1.09 0.00 6.84 0.00 5.22 32.19 63.79 30.41 0.04
40'-0"5.273 0.239 0.000 0.060 0.00 0.00 0.00 0.15 0.01 0.07 0.18 0.00 8.51 0.00 4.59 24.92 56.12 23.54 0.01
45'-0"4.585 0.239 0.000 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.21 0.00 3.97 18.57 48.46 17.55 0.00
x y z
x y z
ux u u ux
r r r r
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S1 - Type IIISD-115-45-3512-J189939
SWA2 Amazon
Structure Page 4 of 12 Page 29 of 49
Arm Stresses (Natural Wind Gust):
Cut
Location Note
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
M
(ft-kips)
M
(ft-kips)
M
(ft-kips)
Bending
Stress
f (psi)
CAFL
(psi)CSR
Defl
Z
(in)
0'-0"Tube 1 Base 10.750 0.239 0.22 0.48 5.54 5.56 3,217 7,000 0.46 0.00
5'-0"10.085 0.239 0.21 0.39 4.49 4.50 2,968 10,000 0.30 0.04
10'-0"9.398 0.239 0.19 0.31 3.50 3.51 2,673 10,000 0.27 0.15
15'-0"8.710 0.239 0.18 0.22 2.57 2.58 2,295 10,000 0.23 0.34
20'-0"8.023 0.239 0.17 0.15 1.70 1.70 1,797 10,000 0.18 0.59
25'-0"7.335 0.239 0.13 0.09 1.01 1.02 1,291 10,000 0.13 0.89
30'-0"6.648 0.239 0.08 0.05 0.53 0.53 0,820 10,000 0.08 1.25
35'-0"5.960 0.239 0.05 0.02 0.20 0.20 0,384 10,000 0.04 1.63
40'-0"5.273 0.239 0.01 0.00 0.02 0.02 0,040 10,000 0.00 2.03
z x y tot
b
Arm Stresses (Galloping):
Cut
Location Note
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
M
(ft-kips)
M
(ft-kips)
Bending
Stress
f (psi)
CAFL
(psi)CSR
Defl
Y
(in)
0'-0"Tube 1 Base 10.750 0.239 0.24 7.05 7.05 4,077 7,000 0.58 0.00
5'-0"10.085 0.239 0.24 5.86 5.86 3,862 10,000 0.39 0.05
10'-0"9.398 0.239 0.24 4.67 4.67 3,558 10,000 0.36 0.20
15'-0"8.710 0.239 0.24 3.48 3.48 3,099 10,000 0.31 0.44
20'-0"8.023 0.239 0.24 2.29 2.29 2,417 10,000 0.24 0.77
25'-0"7.335 0.239 0.18 1.35 1.35 1,714 10,000 0.17 1.18
30'-0"6.648 0.239 0.11 0.69 0.69 1,068 10,000 0.11 1.65
35'-0"5.960 0.239 0.06 0.24 0.24 0,467 10,000 0.05 2.16
40'-0"5.273 0.239 0.00 0.00 0.00 0,000 10,000 0.00 2.68
y z tot
b
Arm Stresses (Truck Gust):
Cut
Location Note
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
M
(ft-kips)
M
(ft-kips)
Bending
Stress
f (psi)
CAFL
(psi)CSR
Defl
Y
(in)
0'-0"Tube 1 Base 10.750 0.239 0.10 3.80 3.80 2,195 7,000 0.31 0.00
5'-0"10.085 0.239 0.10 3.28 3.28 2,163 10,000 0.22 0.03
10'-0"9.398 0.239 0.10 2.77 2.77 2,109 10,000 0.21 0.11
15'-0"8.710 0.239 0.10 2.25 2.25 2,008 10,000 0.20 0.25
20'-0"8.023 0.239 0.10 1.74 1.74 1,837 10,000 0.18 0.44
25'-0"7.335 0.239 0.10 1.23 1.23 1,558 10,000 0.16 0.70
30'-0"6.648 0.239 0.09 0.72 0.72 1,125 10,000 0.11 1.01
35'-0"5.960 0.239 0.07 0.29 0.29 0,571 10,000 0.06 1.36
40'-0"5.273 0.239 0.02 0.05 0.05 0,131 10,000 0.01 1.74
y z tot
b
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S1 - Type IIISD-115-45-3512-J189939
SWA2 Amazon
Structure Page 5 of 12 Page 30 of 49
Flange Analysis For 45' Mast Arm
Connection Bolt Properties:
Number
Of
Bolts
Bolt
Diameter
(in)
Bolt
Circle
(in)
Bolt
Yield
(ksi)
4 1.50 22.50 92.00
Flange Properties:
Flange
Square
(in)
Inner Dia.
ID
(in)
Flange
Thickness
(in)
Gusset
Thickness
(in)
Flange
Yield
(ksi)
20.00 7.00 2.00 0.38 36.00
Stress Analysis (Wind + Dead Load):
Force
/ Bolt
(kips)
Bolt
CSR
Flange
CSR
Thickness
Ratio
28.71 0.11 0.46 0.68
Stress Analysis (Dead Load + Ice + ½Wind):
Force
/ Bolt
(kips)
Bolt
CSR
Flange
CSR
Thickness
Ratio
23.89 0.08 0.38 0.62
Fatigue Analysis:
Item
N.W. Gust
Stress
(ksi)
Galloping
Stress
(ksi)
Truck Induced
Stress
(ksi)
CAFL
(ksi)
Bolts 1.49 1.89 1.02 7.00
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S1 - Type IIISD-115-45-3512-J189939
SWA2 Amazon
Structure Page 6 of 12 Page 31 of 49
12' Mast Arm Analysis
Arm Properties:
Arm
Length Orientation
Mtg
Height
Arm
Rise
Base
Diameter
(in)
End
Diameter
(in)
Base
Thk
(in)
End
Thk
(in)
Weight
(kips)
12'-0"0°37'-2"0'-3"15 1/4"13 5/8"0.239 0.239 0.44
Arm Segment Properties:
Segment
ID
Segment
Length
Wall
Thickness
(in)
Base
Diameter
(in)
End
Diameter
(in)
Taper
(in/ft)
Design
Yield
(ksi)
Wind
Area
(ft²)
Base 12'-0"0.239 15.280 13.630 0.1375 55.00 14.46
Arm Segment Forces:
Segment
ID
Weight
(lbs)
Ice
Weight
(lbs)
Wind
(lbs)
Natural
Wind
Gust (lbs)
Galloping
(lbs)
Truck
Gust
(lbs)
Base 437 135 243 46 0 75
Arm Loadings:
Load
Name
Horizontal
Offset
Vertical
Offset
Vertical
Location (AGL)
Vertical Location
w/Gravity Defl
Weight
(lbs)
Area
(ft²)
Side Area
(ft²)
Ice Area
(ft²)
Btm Area
(ft²)
Drag
Coefficient
Cyclone Lum CY55P1A 12'-0"0'-0"37'-5"37'-4"44 2.1 2.1 6.2 1 1
Arm Loadings Forces:
Load
Name
Weight
(lbs)
Ice
Weight
(lbs)
Wind
(lbs)
Natural
Wind
Gust (lbs)
Galloping
(lbs)
Truck
Gust
(lbs)
Cyclone Lum CY55P1A 44 19 71 6 13 9
Arm Stresses (Wind + Dead Load):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
F
(kips)
F
(kips)
M
(ft-kips)
M
(ft-kips)
M
(ft-kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
Y
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"15.280 0.239 0.000 0.481 0.31 0.04 2.28 3.10 0.01 0.57 3.85 0.00 0.00 0.00 246.77 200.65 167.69 210.19 0.02
5'-0"14.615 0.239 0.000 0.293 0.21 0.02 0.98 1.17 0.01 0.36 1.52 0.00 0.01 0.00 242.75 184.53 160.28 192.02 0.01
10'-0"13.928 0.239 0.000 0.113 0.11 0.00 0.18 0.16 0.00 0.16 0.24 0.00 0.02 0.01 238.70 168.56 152.62 174.09 0.00
12'-0"13.653 0.239 0.000 0.044 0.07 0.00 0.00 0.00 0.00 0.08 0.00 0.00 0.02 0.02 227.51 162.37 149.55 167.17 0.00
x y z x y z ux u u ux
r r r r
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S1 - Type IIISD-115-45-3512-J189939
SWA2 Amazon
Structure Page 7 of 12 Page 32 of 49
Arm Stresses (Dead Load + Ice + ½Wind):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
F
(kips)
F
(kips)
M
(ft-kips)
M
(ft-kips)
M
(ft-kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
Y
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"15.280 0.239 0.000 0.635 0.21 0.03 1.49 4.12 0.01 0.67 4.38 0.00 0.00 0.00 246.77 200.65 167.69 210.19 0.02
5'-0"14.615 0.239 0.000 0.389 0.14 0.01 0.60 1.57 0.01 0.41 1.68 0.00 0.01 0.00 242.75 184.53 160.28 192.02 0.01
10'-0"13.928 0.239 0.000 0.154 0.06 0.00 0.10 0.22 0.00 0.17 0.24 0.00 0.02 0.01 238.70 168.56 152.62 174.09 0.00
12'-0"13.653 0.239 0.000 0.063 0.04 0.00 0.00 0.00 0.00 0.07 0.00 0.00 0.03 0.01 227.51 162.37 149.55 167.17 0.00
x y z x y z ux u u ux
r r r r
Arm Stresses (Dead Load):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
F
(kips)
F
(kips)
M
(ft-kips)
M
(ft-kips)
M
(ft-kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
Y
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"15.280 0.239 0.000 0.481 0.00 0.00 0.00 3.10 0.01 0.60 3.87 0.00 0.00 0.00 246.77 200.65 167.69 210.19 0.02
5'-0"14.615 0.239 0.000 0.293 0.00 0.00 0.00 1.17 0.01 0.37 1.46 0.00 0.01 0.00 242.75 184.53 160.28 192.02 0.01
10'-0"13.928 0.239 0.000 0.113 0.00 0.00 0.00 0.16 0.00 0.14 0.20 0.00 0.02 0.00 238.70 168.56 152.62 174.09 0.00
12'-0"13.653 0.239 0.000 0.044 0.00 0.00 0.00 0.00 0.00 0.05 0.00 0.00 0.02 0.00 227.51 162.37 149.55 167.17 0.00
x y z x y z ux u u ux
r r r r
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S1 - Type IIISD-115-45-3512-J189939
SWA2 Amazon
Structure Page 8 of 12 Page 33 of 49
Pole Analysis
Pole Properties:
Pole
Length
Base
Diameter
(in)
End
Diameter
(in)
Base
Thk
(in)
End
Thk
(in)
Weight
(kips)
37'-10"13 1/2"5"0.312 0.25 1.32
Pole Segment Properties:
Segment
ID
Segment
Length
Wall
Thickness
(in)
Base
Diameter
(in)
End
Diameter
(in)
Taper
(in/ft)
Design
Yield
(ksi)
Wind
Area
(ft²)
Base 36'-6"0.313 13.500 8.481 0.1375 55.00 33.43
2 1'-4"0.250 5.000 5.000 0.0000 46.00 0.56
Pole Segment Forces:
Segment
ID
Weight
(lbs)
Ice
Weight
(lbs)
Wind
(lbs)
Natural
Wind
Gust (lbs)
Galloping
(lbs)
Truck
Gust
(lbs)
Base 1305 315 496 105 0 0
2 17 5 16 2 0 0
Pole Loadings:
Load
Name
Horizontal
Offset
Vertical
Offset
Vertical
Location (AGL)
Weight
(lbs)
Area
(ft²)
Side Area
(ft²)
Ice Area
(ft²)
Btm Area
(ft²)
Drag
Coefficient
Ped Signal 1'-0"9'-0"9'-0"45 2.77 2 7.54 1.5 1.2
Ped Signal 1'-0"9'-0"9'-0"45 2.77 2 7.54 1.5 1.2
Terminal Cabinet 1'-0"11'-0"11'-0"50 2.5 2 7 1 1.7
Pole Loadings Forces:
Load
Name
Weight
(lbs)
Ice
Weight
(lbs)
Wind
(lbs)
Natural
Wind
Gust (lbs)
Galloping
(lbs)
Truck
Gust
(lbs)
Ped Signal 45 23 93 10 0 0
Ped Signal 45 23 93 10 0 0
Terminal Cabinet 50 21 119 12 0 0
Pole Stresses (Wind + Dead Load):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
Critical
Wind
Angle
F
(kips)
F
(kips)
F
(kips)
M
(ft-
kips)
M
(ft-
kips)
M
(ft-
kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
X
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"13.500 0.313 24°-0.626 3.061 3.02 79.18 52.05 25.55 3.06 3.08 83.20 52.05 0.00 0.00 45.24 215.74 192.16 211.18 0.52
1'-3"13.351 0.313 24°-0.626 3.006 3.00 75.41 52.05 25.55 3.01 3.07 79.63 52.05 0.01 0.01 44.73 211.37 189.99 206.43 0.51
5'-0"12.835 0.313 23°-0.606 2.846 2.95 63.94 52.44 25.79 2.85 3.01 68.95 52.44 0.08 0.17 42.96 196.58 182.48 190.43 0.50
10'-0"12.148 0.313 22°-0.585 2.553 2.70 49.18 52.64 25.94 2.55 2.76 55.60 52.64 0.35 0.67 40.60 177.68 172.46 170.10 0.47
15'-0"11.460 0.313 19°-0.518 2.311 2.52 35.06 53.56 26.56 2.31 2.58 43.98 53.56 0.83 1.44 38.24 159.71 162.44 150.91 0.46
20'-0"10.773 0.313 11°-0.315 2.130 2.47 18.71 55.60 28.01 2.13 2.49 33.69 55.60 1.57 2.42 35.88 140.62 152.42 132.87 0.47
20'-6"10.704 0.313 10°-0.288 2.113 2.46 16.97 55.78 28.16 2.11 2.48 32.88 55.78 1.66 2.53 35.65 138.78 151.42 131.13 0.47
25'-0"10.085 0.313 38°-0.118 0.843 0.45 6.56 1.85 2.51 0.84 0.47 7.02 1.85 2.49 3.53 33.52 122.74 142.41 115.98 0.07
x y z
x y z
ux u u ux
r r r r
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S1 - Type IIISD-115-45-3512-J189939
SWA2 Amazon
Structure Page 9 of 12 Page 34 of 49
Pole Stresses (Wind + Dead Load): (Continued...)
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
Critical
Wind
Angle
F
(kips)
F
(kips)
F
(kips)
M
(ft-
kips)
M
(ft-
kips)
M
(ft-
kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
X
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
30'-0"9.398 0.313 43°-0.121 0.685 0.37 4.58 1.72 2.33 0.69 0.39 5.14 1.72 3.46 4.70 31.17 106.08 132.39 100.23 0.06
35'-0"8.710 0.313 48°-0.121 0.539 0.30 3.03 1.57 2.13 0.54 0.32 3.70 1.57 4.48 5.92 28.81 90.63 122.37 85.64 0.05
36'-6"8.504 0.250 51°-0.119 0.498 0.27 2.70 1.48 2.00 0.50 0.29 3.36 1.48 4.80 6.28 13.04 58.58 80.48 55.35 0.08
37'-2"5.000 0.250 63°-0.098 0.489 0.21 2.88 1.07 1.44 0.49 0.24 3.22 1.07 4.95 6.45 13.04 19.40 46.31 18.33 0.19
37'-10"5.000 0.250 0°0.000 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.10 6.61 13.04 19.40 46.31 18.33 0.00
x y z
x y z
ux u u ux
r r r r
Pole Stresses (Dead Load + Ice + ½Wind):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
Critical
Wind
Angle
F
(kips)
F
(kips)
F
(kips)
M
(ft-
kips)
M
(ft-
kips)
M
(ft-
kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
X
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"13.500 0.313 43°-0.502 4.080 1.67 65.45 22.33 30.41 4.08 1.74 72.17 22.33 0.00 0.00 45.24 215.74 192.16 211.18 0.38
1'-3"13.351 0.313 44°-0.503 4.013 1.64 63.62 21.97 29.90 4.01 1.72 70.30 21.97 0.01 0.01 44.73 211.37 189.99 206.43 0.38
5'-0"12.835 0.313 45°-0.504 3.814 1.58 57.84 21.60 29.38 3.81 1.66 64.87 21.60 0.12 0.11 42.96 196.58 182.48 190.43 0.38
10'-0"12.148 0.313 47°-0.502 3.426 1.40 50.85 20.74 28.18 3.43 1.48 58.13 20.74 0.51 0.41 40.60 177.68 172.46 170.10 0.37
15'-0"11.460 0.313 50°-0.496 3.117 1.23 45.32 19.49 26.45 3.12 1.33 52.48 19.49 1.21 0.87 38.24 159.71 162.44 150.91 0.37
20'-0"10.773 0.313 22°-0.350 2.893 1.44 24.02 28.12 38.81 2.89 1.48 45.64 28.12 2.28 1.48 35.88 140.62 152.42 132.87 0.46
20'-6"10.704 0.313 21°-0.337 2.871 1.43 22.63 28.31 39.10 2.87 1.47 45.18 28.31 2.41 1.54 35.65 138.78 151.42 131.13 0.46
25'-0"10.085 0.313 43°-0.090 1.086 0.30 5.85 1.12 3.10 1.09 0.31 6.63 1.12 3.63 2.16 33.52 122.74 142.41 115.98 0.07
30'-0"9.398 0.313 46°-0.090 0.890 0.24 4.59 1.06 2.95 0.89 0.26 5.45 1.06 5.04 2.88 31.17 106.08 132.39 100.23 0.07
35'-0"8.710 0.313 48°-0.089 0.708 0.19 3.58 1.03 2.84 0.71 0.21 4.57 1.03 6.51 3.63 28.81 90.63 122.37 85.64 0.06
36'-6"8.504 0.250 51°-0.088 0.657 0.17 3.44 0.96 2.67 0.66 0.19 4.36 0.96 6.97 3.86 13.04 58.58 80.48 55.35 0.10
37'-2"5.000 0.250 65°-0.069 0.646 0.13 3.88 0.65 1.79 0.65 0.14 4.27 0.65 7.18 3.96 13.04 19.40 46.31 18.33 0.25
37'-10"5.000 0.250 0°0.000 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.40 4.06 13.04 19.40 46.31 18.33 0.00
x y z
x y z
ux u u ux
r r r r
Pole Stresses (Dead Load):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
F
(kips)
F
(kips)
M
(ft-kips)
M
(ft-kips)
M
(ft-kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
X
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"13.500 0.313 0.000 3.061 0.00 0.00 0.00 29.31 3.83 0.00 36.64 0.00 0.00 0.00 45.24 215.74 192.16 211.18 0.21
1'-3"13.351 0.313 0.000 3.006 0.00 0.00 0.00 29.31 3.76 0.00 36.64 0.00 0.01 0.00 44.73 211.37 189.99 206.43 0.22
5'-0"12.835 0.313 0.000 2.846 0.00 0.00 0.00 29.31 3.56 0.00 36.64 0.00 0.08 0.00 42.96 196.58 182.48 190.43 0.23
10'-0"12.148 0.313 0.000 2.553 0.00 0.00 0.00 29.22 3.19 0.00 36.52 0.00 0.35 0.00 40.60 177.68 172.46 170.10 0.25
15'-0"11.460 0.313 0.000 2.311 0.00 0.00 0.00 29.17 2.89 0.00 36.46 0.00 0.83 0.00 38.24 159.71 162.44 150.91 0.27
20'-0"10.773 0.313 0.000 2.130 0.00 0.00 0.00 29.17 2.66 0.00 36.46 0.00 1.57 0.00 35.88 140.62 152.42 132.87 0.30
20'-6"10.704 0.313 0.000 2.113 0.00 0.00 0.00 29.17 2.64 0.00 36.46 0.00 1.66 0.00 35.65 138.78 151.42 131.13 0.30
25'-0"10.085 0.313 0.000 0.843 0.00 0.00 0.00 3.20 1.05 0.00 4.00 0.00 2.49 0.00 33.52 122.74 142.41 115.98 0.05
30'-0"9.398 0.313 0.000 0.685 0.00 0.00 0.00 3.20 0.86 0.00 4.00 0.00 3.46 0.00 31.17 106.08 132.39 100.23 0.05
35'-0"8.710 0.313 0.000 0.539 0.00 0.00 0.00 3.20 0.67 0.00 4.00 0.00 4.48 0.00 28.81 90.63 122.37 85.64 0.06
36'-6"8.504 0.250 0.000 0.498 0.00 0.00 0.00 3.20 0.62 0.00 4.00 0.00 4.80 0.00 13.04 58.58 80.48 55.35 0.09
37'-2"5.000 0.250 0.000 0.489 0.00 0.00 0.00 3.20 0.61 0.00 4.00 0.00 4.95 0.00 13.04 19.40 46.31 18.33 0.23
37'-10"5.000 0.250 0.000 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.10 0.00 13.04 19.40 46.31 18.33 0.00
x y z x y z ux u u ux
r r r r
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S1 - Type IIISD-115-45-3512-J189939
SWA2 Amazon
Structure Page 10 of 12 Page 35 of 49
Pole Stresses (Natural Wind Gust):
Cut
Location Note
Tube
OD
(in)
Tube
Thk
(in)
Critical
Wind
Angle
F
(kips)
M
(ft-kips)
M
(ft-kips)
M
(ft-kips)
Bending
Stress
f (psi)
CAFL
(psi)CSR
0'-0"Tube 1 Base 13.500 0.313 0°0.41 9.04 6.24 9.04 2,541 4,500 0.56
0'-11"HandHole Toe 13.397 0.313 0°0.41 8.66 6.24 8.66 2,474 7,000 0.35
1'-3"HandHole Root 13.351 0.313 0°0.40 8.53 6.24 8.53 9,814 16,000 0.61
5'-0"12.835 0.313 0°0.39 7.04 6.24 7.04 2,194 10,000 0.22
10'-0"12.148 0.313 0°0.36 5.14 6.22 5.14 1,795 10,000 0.18
15'-0"11.460 0.313 0°0.33 3.45 6.21 3.45 1,357 10,000 0.14
20'-0"10.773 0.313 0°0.31 1.84 6.21 1.84 0,824 10,000 0.08
20'-6"Arm Conn 10.704 0.313 0°0.31 1.69 6.21 1.69 0,764 10,000 0.08
25'-0"10.085 0.313 0°0.08 0.81 0.35 0.81 0,415 10,000 0.04
30'-0"9.398 0.313 0°0.07 0.44 0.35 0.44 0,259 10,000 0.03
35'-0"8.710 0.313 0°0.06 0.12 0.35 0.12 0,086 10,000 0.01
36'-6"Tube 2 Base 8.504 0.250 0°0.05 0.04 0.35 0.04 0,112 7,000 0.02
37'-2"Arm Conn 5.000 0.250 0°0.05 0.01 0.35 0.01 0,017 10,000 0.00
z x y tot
b
Pole Stresses (Galloping):
Cut
Location Note
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
M
(ft-kips)
M
(ft-kips)
Bending
Stress
f (psi)
CAFL
(psi)CSR
0'-0"Tube 1 Base 13.500 0.313 0.24 7.39 7.39 2,079 4,500 0.46
0'-11"HandHole Toe 13.397 0.313 0.24 7.39 7.39 2,112 7,000 0.30
1'-3"HandHole Root 13.351 0.313 0.24 7.39 7.39 8,507 16,000 0.53
5'-0"12.835 0.313 0.24 7.39 7.39 2,305 10,000 0.23
10'-0"12.148 0.313 0.24 7.39 7.39 2,581 10,000 0.26
15'-0"11.460 0.313 0.24 7.39 7.39 2,909 10,000 0.29
20'-0"10.773 0.313 0.24 7.39 7.39 3,304 10,000 0.33
20'-6"Arm Conn 10.704 0.313 0.24 7.39 7.39 3,348 10,000 0.33
25'-0"10.085 0.313 0.00 0.00 0.00 0,000 10,000 0.00
30'-0"9.398 0.313 0.00 0.00 0.00 0,000 10,000 0.00
35'-0"8.710 0.313 0.00 0.00 0.00 0,000 10,000 0.00
36'-6"Tube 2 Base 8.504 0.250 0.00 0.00 0.00 0,000 7,000 0.00
37'-2"Arm Conn 5.000 0.250 0.00 0.00 0.00 0,000 10,000 0.00
y z tot
b
Pole Stresses (Truck Gust):
Cut
Location Note
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
M
(ft-kips)
M
(ft-kips)
Bending
Stress
f (psi)
CAFL
(psi)CSR
0'-0"Tube 1 Base 13.500 0.313 0.10 3.94 3.94 1,109 4,500 0.25
0'-11"HandHole Toe 13.397 0.313 0.10 3.94 3.94 1,127 7,000 0.16
1'-3"HandHole Root 13.351 0.313 0.10 3.94 3.94 4,538 16,000 0.28
5'-0"12.835 0.313 0.10 3.94 3.94 1,230 10,000 0.12
10'-0"12.148 0.313 0.10 3.94 3.94 1,377 10,000 0.14
15'-0"11.460 0.313 0.10 3.94 3.94 1,552 10,000 0.16
20'-0"10.773 0.313 0.10 3.94 3.94 1,763 10,000 0.18
20'-6"Arm Conn 10.704 0.313 0.10 3.94 3.94 1,786 10,000 0.18
25'-0"10.085 0.313 0.00 0.00 0.00 0,000 10,000 0.00
y z tot
b
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S1 - Type IIISD-115-45-3512-J189939
SWA2 Amazon
Structure Page 11 of 12 Page 36 of 49
Pole Stresses (Truck Gust): (Continued...)
Cut
Location Note
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
M
(ft-kips)
M
(ft-kips)
Bending
Stress
f (psi)
CAFL
(psi)CSR
30'-0"9.398 0.313 0.00 0.00 0.00 0,000 10,000 0.00
35'-0"8.710 0.313 0.00 0.00 0.00 0,000 10,000 0.00
36'-6"Tube 2 Base 8.504 0.250 0.00 0.00 0.00 0,000 7,000 0.00
37'-2"Arm Conn 5.000 0.250 0.00 0.00 0.00 0,000 10,000 0.00
y z tot
b
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S1 - Type IIISD-115-45-3512-J189939
SWA2 Amazon
Structure Page 12 of 12 Page 37 of 49
Base Plate Analysis
Anchor Bolt Properties:
Number
Of
Bolts
Bolt
Diameter
(in)
Bolt
Circle
(in)
Bolt
Yield
(ksi)
4 1.50 18.00 105.00
Base Plate Properties:
Base
Plate
Square
(in)
Inner Dia.
ID
(in)
Base
Thickness
(in)
Base
Plate
Yield
(ksi)
18.00 11.00 2.00 36.00
Stress Analysis (Wind + Dead Load):
Critical
Wind
Angle
Bolts
Force
/ Bolt
(kips)
Bolt
CSR
Critical
Wind
Angle
Base Plate
Base
Plate
CSR
Thickness
Ratio
17°48.95 0.35 25°0.44 0.64
Stress Analysis (Dead Load + Ice + ½Wind):
Critical
Wind
Angle
Bolts
Force
/ Bolt
(kips)
Bolt
CSR
Critical
Wind
Angle
Base Plate
Base
Plate
CSR
Thickness
Ratio
29°45.73 0.24 33°0.41 0.59
Fatigue Analysis:
Item
N.W. Gust
Critical
Angle
N.W. Gust
Stress
(ksi)
Galloping
Stress
(ksi)
Truck Induced
Stress
(ksi)
CAFL
(ksi)
Bolts 12°3.09 2.48 1.32 7.00
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S7 - Type IIISD-115-50-3512-J189939
SWA2 Amazon
Structure Page 1 of 12 Page 38 of 49
Analysis For Traffic Structures
S7 - Type IIISD-115-50-3512-J189939
City of Renton
FOR
Project Name:SWA2 Amazon
Project Number:110050-01
Customer:Graybar
Customer P.O.:4703593003
Ameron S.O.:189939
Designed in accordance with 2015 AASHTO LRFD for Structural Supports for Highway Signs, Luminaires and
Traffic Signals
Parameters:
Basic Wind Speed:115 mph
Mean Recurrence Interval:1700 years
Fatigue Category:III
Natural Wind Gust:Yes
Galloping Loads:Yes
Truck Induced:Yes
Truck Speed:55
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S7 - Type IIISD-115-50-3512-J189939
SWA2 Amazon
Structure Page 2 of 12 Page 39 of 49
50' Mast Arm Analysis
Arm Properties:
Arm
Length Orientation
Mtg
Height
Arm
Rise
Base
Diameter
(in)
End
Diameter
(in)
Base
Thk
(in)
End
Thk
(in)
Weight
(kips)
50'-0"0°20'-6"4'-4"10 3/4"3 7/8"0.239 0.239 0.9
Arm Segment Properties:
Segment
ID
Segment
Length
Wall
Thickness
(in)
Base
Diameter
(in)
End
Diameter
(in)
Taper
(in/ft)
Design
Yield
(ksi)
Wind
Area
(ft²)
Base 50'-0"0.239 10.750 3.875 0.1375 55.00 30.47
Arm Segment Forces:
Segment
ID
Weight
(lbs)
Ice
Weight
(lbs)
Wind
(lbs)
Natural
Wind
Gust (lbs)
Galloping
(lbs)
Truck
Gust
(lbs)
Base 907 287 577 96 0 49
Arm Loadings:
Load
Name
Horizontal
Offset
Vertical
Offset
Vertical
Location (AGL)
Vertical Location
w/Gravity Defl
Weight
(lbs)
Area
(ft²)
Side Area
(ft²)
Ice Area
(ft²)
Btm Area
(ft²)
Drag
Coefficient
3 Section 45'-5"0'-0"24'-6"23'-4"60 9.2 4.8 20.4 1.5 1.2
36x30 38'-6"0'-0"23'-10"23'-0"38 7.5 0.5 7.5 1 1.19
3 Section 33'-1"0'-0"23'-5"22'-9"60 9.2 4.8 20.4 1.5 1.2
EVP 35'-11"0'-0"23'-8"22'-11"20 1 0.5 4 1 1
18x72 Sign 25'-5"0'-0"22'-9"22'-4"45 9 0.5 9 1 1.2
Video Detect 42'-2"0'-0"24'-2"23'-2"20 1 0.5 4 1 1
Arm Loadings Forces:
Load
Name
Weight
(lbs)
Ice
Weight
(lbs)
Wind
(lbs)
Natural
Wind
Gust (lbs)
Galloping
(lbs)
Truck
Gust
(lbs)
3 Section 60 61 339 32 58 17
36x30 38 22 273 26 47 11
3 Section 60 61 336 32 58 0
EVP 20 12 30 3 6 9
18x72 Sign 45 27 327 31 57 0
Video Detect 20 12 31 3 6 9
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S7 - Type IIISD-115-50-3512-J189939
SWA2 Amazon
Structure Page 3 of 12 Page 40 of 49
Arm Stresses (Wind + Dead Load):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
F
(kips)
F
(kips)
M
(ft-
kips)
M
(ft-
kips)
M
(ft-
kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
Y
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"10.750 0.239 0.000 1.150 1.91 5.43 62.09 27.80 0.10 2.23 68.25 0.00 0.00 0.00 7.07 104.03 117.19 102.64 0.67
5'-0"10.085 0.239 0.000 1.019 1.85 4.61 52.72 22.40 0.09 2.11 57.47 0.00 0.19 0.43 6.62 92.47 109.78 90.07 0.64
10'-0"9.398 0.239 0.000 0.898 1.79 3.82 43.67 17.63 0.08 2.00 47.25 0.00 0.75 1.74 6.16 81.21 102.11 77.94 0.60
15'-0"8.710 0.239 0.000 0.785 1.73 3.05 34.91 13.44 0.07 1.90 37.53 0.00 1.68 3.96 5.70 70.56 94.45 66.67 0.55
20'-0"8.023 0.239 0.000 0.681 1.68 2.31 26.42 9.80 0.06 1.81 28.27 0.00 2.96 7.07 5.23 59.57 86.78 56.29 0.49
25'-0"7.335 0.239 0.000 0.586 1.63 1.59 18.18 6.64 0.05 1.73 19.42 0.00 4.56 11.07 4.77 49.52 79.12 46.79 0.40
30'-0"6.648 0.239 0.000 0.455 1.25 1.02 11.68 4.14 0.04 1.33 12.43 0.00 6.46 15.88 4.31 40.39 71.45 38.16 0.32
35'-0"5.960 0.239 0.000 0.317 0.85 0.54 6.21 2.18 0.03 0.91 6.60 0.00 8.60 21.37 3.85 32.19 63.79 30.41 0.21
40'-0"5.273 0.239 0.000 0.191 0.49 0.23 2.58 0.90 0.02 0.53 2.75 0.00 10.93 27.38 3.38 24.92 56.12 23.54 0.11
45'-0"4.585 0.239 0.000 0.111 0.40 0.03 0.36 0.16 0.01 0.42 0.39 0.00 13.37 33.70 2.92 18.57 48.46 17.55 0.02
50'-0"3.898 0.239 0.000 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.84 40.11 2.46 13.16 40.79 12.44 0.00
x y z
x y z
ux u u ux
r r r r
Arm Stresses (Dead Load + Ice + ½Wind):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
F
(kips)
F
(kips)
M
(ft-
kips)
M
(ft-
kips)
M
(ft-
kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
Y
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"10.750 0.239 0.000 1.633 1.06 2.85 32.54 41.15 0.14 1.94 52.54 0.00 0.00 0.00 7.07 104.03 117.19 102.64 0.52
5'-0"10.085 0.239 0.000 1.462 1.01 2.39 27.38 33.44 0.13 1.77 43.29 0.00 0.28 0.23 6.62 92.47 109.78 90.07 0.49
10'-0"9.398 0.239 0.000 1.303 0.96 1.96 22.47 26.56 0.11 1.61 34.85 0.00 1.12 0.91 6.16 81.21 102.11 77.94 0.45
15'-0"8.710 0.239 0.000 1.154 0.91 1.56 17.81 20.45 0.10 1.47 27.16 0.00 2.51 2.05 5.70 70.56 94.45 66.67 0.40
20'-0"8.023 0.239 0.000 1.018 0.87 1.17 13.38 15.04 0.09 1.33 20.17 0.00 4.43 3.66 5.23 59.57 86.78 56.29 0.35
25'-0"7.335 0.239 0.000 0.892 0.83 0.80 9.16 10.29 0.08 1.22 13.80 0.00 6.85 5.72 4.77 49.52 79.12 46.79 0.29
30'-0"6.648 0.239 0.000 0.707 0.63 0.51 5.85 6.46 0.06 0.94 8.73 0.00 9.73 8.18 4.31 40.39 71.45 38.16 0.23
35'-0"5.960 0.239 0.000 0.483 0.43 0.27 3.10 3.41 0.04 0.64 4.62 0.00 12.99 10.99 3.85 32.19 63.79 30.41 0.15
40'-0"5.273 0.239 0.000 0.300 0.25 0.11 1.29 1.44 0.03 0.39 1.94 0.00 16.53 14.06 3.38 24.92 56.12 23.54 0.08
45'-0"4.585 0.239 0.000 0.189 0.20 0.02 0.18 0.24 0.02 0.28 0.30 0.00 20.25 17.28 2.92 18.57 48.46 17.55 0.02
50'-0"3.898 0.239 0.000 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 24.03 20.55 2.46 13.16 40.79 12.44 0.00
x y z
x y z
ux u u ux
r r r r
Arm Stresses (Dead Load):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
F
(kips)
F
(kips)
M
(ft-
kips)
M
(ft-
kips)
M
(ft-
kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
Y
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"10.750 0.239 0.000 1.150 0.00 0.00 0.00 27.80 0.13 1.43 34.75 0.00 0.00 0.00 7.07 104.03 117.19 102.64 0.35
5'-0"10.085 0.239 0.000 1.019 0.00 0.00 0.00 22.40 0.11 1.27 28.00 0.00 0.19 0.00 6.62 92.47 109.78 90.07 0.32
10'-0"9.398 0.239 0.000 0.898 0.00 0.00 0.00 17.63 0.10 1.12 22.04 0.00 0.75 0.00 6.16 81.21 102.11 77.94 0.28
15'-0"8.710 0.239 0.000 0.785 0.00 0.00 0.00 13.44 0.09 0.98 16.81 0.00 1.68 0.00 5.70 70.56 94.45 66.67 0.25
20'-0"8.023 0.239 0.000 0.681 0.00 0.00 0.00 9.80 0.07 0.85 12.25 0.00 2.96 0.00 5.23 59.57 86.78 56.29 0.22
25'-0"7.335 0.239 0.000 0.586 0.00 0.00 0.00 6.64 0.06 0.73 8.30 0.00 4.56 0.00 4.77 49.52 79.12 46.79 0.18
30'-0"6.648 0.239 0.000 0.455 0.00 0.00 0.00 4.14 0.05 0.57 5.18 0.00 6.46 0.00 4.31 40.39 71.45 38.16 0.14
35'-0"5.960 0.239 0.000 0.317 0.00 0.00 0.00 2.18 0.03 0.40 2.73 0.00 8.60 0.00 3.85 32.19 63.79 30.41 0.09
40'-0"5.273 0.239 0.000 0.191 0.00 0.00 0.00 0.90 0.02 0.24 1.13 0.00 10.93 0.00 3.38 24.92 56.12 23.54 0.05
45'-0"4.585 0.239 0.000 0.111 0.00 0.00 0.00 0.16 0.01 0.14 0.20 0.00 13.37 0.00 2.92 18.57 48.46 17.55 0.01
50'-0"3.898 0.239 0.000 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.84 0.00 2.46 13.16 40.79 12.44 0.00
x y z
x y z
ux u u ux
r r r r
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S7 - Type IIISD-115-50-3512-J189939
SWA2 Amazon
Structure Page 4 of 12 Page 41 of 49
Arm Stresses (Natural Wind Gust):
Cut
Location Note
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
M
(ft-kips)
M
(ft-kips)
M
(ft-kips)
Bending
Stress
f (psi)
CAFL
(psi)CSR
Defl
Z
(in)
0'-0"Tube 1 Base 10.750 0.239 0.22 0.57 6.49 6.52 3,768 7,000 0.54 0.00
5'-0"10.085 0.239 0.21 0.47 5.42 5.44 3,587 10,000 0.36 0.05
10'-0"9.398 0.239 0.19 0.39 4.42 4.44 3,379 10,000 0.34 0.18
15'-0"8.710 0.239 0.18 0.30 3.48 3.49 3,109 10,000 0.31 0.41
20'-0"8.023 0.239 0.17 0.23 2.59 2.60 2,746 10,000 0.27 0.72
25'-0"7.335 0.239 0.16 0.15 1.76 1.77 2,243 10,000 0.22 1.13
30'-0"6.648 0.239 0.12 0.10 1.12 1.12 1,741 10,000 0.17 1.61
35'-0"5.960 0.239 0.08 0.05 0.58 0.59 1,145 10,000 0.11 2.16
40'-0"5.273 0.239 0.05 0.02 0.24 0.24 0,606 10,000 0.06 2.75
45'-0"4.585 0.239 0.04 0.00 0.03 0.03 0,109 10,000 0.01 3.38
z x y tot
b
Arm Stresses (Galloping):
Cut
Location Note
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
M
(ft-kips)
M
(ft-kips)
Bending
Stress
f (psi)
CAFL
(psi)CSR
Defl
Y
(in)
0'-0"Tube 1 Base 10.750 0.239 0.23 8.30 8.30 4,802 7,000 0.69 0.00
5'-0"10.085 0.239 0.23 7.14 7.14 4,709 10,000 0.47 0.06
10'-0"9.398 0.239 0.23 5.99 5.99 4,560 10,000 0.46 0.24
15'-0"8.710 0.239 0.23 4.83 4.83 4,299 10,000 0.43 0.54
20'-0"8.023 0.239 0.23 3.67 3.67 3,871 10,000 0.39 0.96
25'-0"7.335 0.239 0.23 2.51 2.51 3,188 10,000 0.32 1.51
30'-0"6.648 0.239 0.18 1.61 1.61 2,502 10,000 0.25 2.17
35'-0"5.960 0.239 0.12 0.84 0.84 1,632 10,000 0.16 2.93
40'-0"5.273 0.239 0.06 0.34 0.34 0,851 10,000 0.09 3.75
45'-0"4.585 0.239 0.06 0.03 0.03 0,115 10,000 0.01 4.62
y z tot
b
Arm Stresses (Truck Gust):
Cut
Location Note
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
M
(ft-kips)
M
(ft-kips)
Bending
Stress
f (psi)
CAFL
(psi)CSR
Defl
Y
(in)
0'-0"Tube 1 Base 10.750 0.239 0.10 4.07 4.07 2,352 7,000 0.34 0.00
5'-0"10.085 0.239 0.10 3.59 3.59 2,365 10,000 0.24 0.03
10'-0"9.398 0.239 0.10 3.11 3.11 2,369 10,000 0.24 0.12
15'-0"8.710 0.239 0.10 2.63 2.63 2,344 10,000 0.23 0.27
20'-0"8.023 0.239 0.10 2.15 2.15 2,272 10,000 0.23 0.49
25'-0"7.335 0.239 0.10 1.68 1.68 2,127 10,000 0.21 0.79
30'-0"6.648 0.239 0.10 1.20 1.20 1,864 10,000 0.19 1.15
35'-0"5.960 0.239 0.10 0.72 0.72 1,406 10,000 0.14 1.59
40'-0"5.273 0.239 0.07 0.30 0.30 0,766 10,000 0.08 2.09
45'-0"4.585 0.239 0.04 0.05 0.05 0,184 10,000 0.02 2.63
y z tot
b
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S7 - Type IIISD-115-50-3512-J189939
SWA2 Amazon
Structure Page 5 of 12 Page 42 of 49
Flange Analysis For 50' Mast Arm
Connection Bolt Properties:
Number
Of
Bolts
Bolt
Diameter
(in)
Bolt
Circle
(in)
Bolt
Yield
(ksi)
4 1.50 22.50 92.00
Flange Properties:
Flange
Square
(in)
Inner Dia.
ID
(in)
Flange
Thickness
(in)
Gusset
Thickness
(in)
Flange
Yield
(ksi)
20.00 7.00 2.00 0.38 36.00
Stress Analysis (Wind + Dead Load):
Force
/ Bolt
(kips)
Bolt
CSR
Flange
CSR
Thickness
Ratio
33.99 0.16 0.54 0.74
Stress Analysis (Dead Load + Ice + ½Wind):
Force
/ Bolt
(kips)
Bolt
CSR
Flange
CSR
Thickness
Ratio
27.84 0.10 0.44 0.67
Fatigue Analysis:
Item
N.W. Gust
Stress
(ksi)
Galloping
Stress
(ksi)
Truck Induced
Stress
(ksi)
CAFL
(ksi)
Bolts 1.75 2.23 1.09 7.00
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S7 - Type IIISD-115-50-3512-J189939
SWA2 Amazon
Structure Page 6 of 12 Page 43 of 49
12' Mast Arm Analysis
Arm Properties:
Arm
Length Orientation
Mtg
Height
Arm
Rise
Base
Diameter
(in)
End
Diameter
(in)
Base
Thk
(in)
End
Thk
(in)
Weight
(kips)
12'-0"0°37'-2"0'-3"15 1/4"13 5/8"0.239 0.239 0.44
Arm Segment Properties:
Segment
ID
Segment
Length
Wall
Thickness
(in)
Base
Diameter
(in)
End
Diameter
(in)
Taper
(in/ft)
Design
Yield
(ksi)
Wind
Area
(ft²)
Base 12'-0"0.239 15.280 13.630 0.1375 55.00 14.46
Arm Segment Forces:
Segment
ID
Weight
(lbs)
Ice
Weight
(lbs)
Wind
(lbs)
Natural
Wind
Gust (lbs)
Galloping
(lbs)
Truck
Gust
(lbs)
Base 437 135 243 46 0 75
Arm Loadings:
Load
Name
Horizontal
Offset
Vertical
Offset
Vertical
Location (AGL)
Vertical Location
w/Gravity Defl
Weight
(lbs)
Area
(ft²)
Side Area
(ft²)
Ice Area
(ft²)
Btm Area
(ft²)
Drag
Coefficient
Cyclone Lum CY55P1A 12'-0"0'-0"37'-5"37'-4"44 2.1 2.1 6.2 1 1
Arm Loadings Forces:
Load
Name
Weight
(lbs)
Ice
Weight
(lbs)
Wind
(lbs)
Natural
Wind
Gust (lbs)
Galloping
(lbs)
Truck
Gust
(lbs)
Cyclone Lum CY55P1A 44 19 71 6 13 9
Arm Stresses (Wind + Dead Load):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
F
(kips)
F
(kips)
M
(ft-kips)
M
(ft-kips)
M
(ft-kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
Y
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"15.280 0.239 0.000 0.481 0.31 0.04 2.28 3.10 0.01 0.57 3.85 0.00 0.00 0.00 246.77 200.65 167.69 210.19 0.02
5'-0"14.615 0.239 0.000 0.293 0.21 0.02 0.98 1.17 0.01 0.36 1.52 0.00 0.01 0.00 242.75 184.53 160.28 192.02 0.01
10'-0"13.928 0.239 0.000 0.113 0.11 0.00 0.18 0.16 0.00 0.16 0.24 0.00 0.02 0.01 238.70 168.56 152.62 174.09 0.00
12'-0"13.653 0.239 0.000 0.044 0.07 0.00 0.00 0.00 0.00 0.08 0.00 0.00 0.02 0.02 227.51 162.37 149.55 167.17 0.00
x y z x y z ux u u ux
r r r r
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S7 - Type IIISD-115-50-3512-J189939
SWA2 Amazon
Structure Page 7 of 12 Page 44 of 49
Arm Stresses (Dead Load + Ice + ½Wind):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
F
(kips)
F
(kips)
M
(ft-kips)
M
(ft-kips)
M
(ft-kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
Y
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"15.280 0.239 0.000 0.635 0.21 0.03 1.49 4.12 0.01 0.67 4.38 0.00 0.00 0.00 246.77 200.65 167.69 210.19 0.02
5'-0"14.615 0.239 0.000 0.389 0.14 0.01 0.60 1.57 0.01 0.41 1.68 0.00 0.01 0.00 242.75 184.53 160.28 192.02 0.01
10'-0"13.928 0.239 0.000 0.154 0.06 0.00 0.10 0.22 0.00 0.17 0.24 0.00 0.02 0.01 238.70 168.56 152.62 174.09 0.00
12'-0"13.653 0.239 0.000 0.063 0.04 0.00 0.00 0.00 0.00 0.07 0.00 0.00 0.03 0.01 227.51 162.37 149.55 167.17 0.00
x y z x y z ux u u ux
r r r r
Arm Stresses (Dead Load):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
F
(kips)
F
(kips)
M
(ft-kips)
M
(ft-kips)
M
(ft-kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
Y
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"15.280 0.239 0.000 0.481 0.00 0.00 0.00 3.10 0.01 0.60 3.87 0.00 0.00 0.00 246.77 200.65 167.69 210.19 0.02
5'-0"14.615 0.239 0.000 0.293 0.00 0.00 0.00 1.17 0.01 0.37 1.46 0.00 0.01 0.00 242.75 184.53 160.28 192.02 0.01
10'-0"13.928 0.239 0.000 0.113 0.00 0.00 0.00 0.16 0.00 0.14 0.20 0.00 0.02 0.00 238.70 168.56 152.62 174.09 0.00
12'-0"13.653 0.239 0.000 0.044 0.00 0.00 0.00 0.00 0.00 0.05 0.00 0.00 0.02 0.00 227.51 162.37 149.55 167.17 0.00
x y z x y z ux u u ux
r r r r
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S7 - Type IIISD-115-50-3512-J189939
SWA2 Amazon
Structure Page 8 of 12 Page 45 of 49
Pole Analysis
Pole Properties:
Pole
Length
Base
Diameter
(in)
End
Diameter
(in)
Base
Thk
(in)
End
Thk
(in)
Weight
(kips)
37'-10"13 1/2"5"0.312 0.25 1.32
Pole Segment Properties:
Segment
ID
Segment
Length
Wall
Thickness
(in)
Base
Diameter
(in)
End
Diameter
(in)
Taper
(in/ft)
Design
Yield
(ksi)
Wind
Area
(ft²)
Base 36'-6"0.313 13.500 8.481 0.1375 55.00 33.43
2 1'-4"0.250 5.000 5.000 0.0000 46.00 0.56
Pole Segment Forces:
Segment
ID
Weight
(lbs)
Ice
Weight
(lbs)
Wind
(lbs)
Natural
Wind
Gust (lbs)
Galloping
(lbs)
Truck
Gust
(lbs)
Base 1305 315 496 105 0 0
2 17 5 16 2 0 0
Pole Loadings:
Load
Name
Horizontal
Offset
Vertical
Offset
Vertical
Location (AGL)
Weight
(lbs)
Area
(ft²)
Side Area
(ft²)
Ice Area
(ft²)
Btm Area
(ft²)
Drag
Coefficient
Ped Signal 1'-0"9'-0"9'-0"45 2.77 2 7.54 1.5 1.2
Ped Signal 1'-0"9'-0"9'-0"45 2.77 2 7.54 1.5 1.2
Terminal Cabinet 1'-0"11'-0"11'-0"50 2.5 2 7 1 1.7
PTZ Camera 1'-0"30'-0"30'-0"50 1.5 1 5 1 1
Pole Loadings Forces:
Load
Name
Weight
(lbs)
Ice
Weight
(lbs)
Wind
(lbs)
Natural
Wind
Gust (lbs)
Galloping
(lbs)
Truck
Gust
(lbs)
Ped Signal 45 23 93 10 0 0
Ped Signal 45 23 93 10 0 0
Terminal Cabinet 50 21 119 12 0 0
PTZ Camera 50 15 48 4 0 0
Pole Stresses (Wind + Dead Load):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
Critical
Wind
Angle
F
(kips)
F
(kips)
F
(kips)
M
(ft-
kips)
M
(ft-
kips)
M
(ft-
kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
X
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"13.500 0.313 22°-0.603 3.142 3.11 82.91 62.67 29.07 3.14 3.17 87.86 62.67 0.00 0.00 45.24 215.74 192.16 211.18 0.57
1'-3"13.351 0.313 22°-0.603 3.087 3.10 79.03 62.67 29.07 3.09 3.15 84.20 62.67 0.01 0.01 44.73 211.37 189.99 206.43 0.56
5'-0"12.835 0.313 21°-0.581 2.927 3.04 67.12 63.10 29.33 2.93 3.10 73.25 63.10 0.09 0.18 42.96 196.58 182.48 190.43 0.55
10'-0"12.148 0.313 19°-0.534 2.634 2.79 51.36 63.71 29.74 2.63 2.84 59.35 63.71 0.39 0.70 40.60 177.68 172.46 170.10 0.54
15'-0"11.460 0.313 16°-0.460 2.392 2.62 36.51 64.65 30.38 2.39 2.66 47.49 64.65 0.93 1.51 38.24 159.71 162.44 150.91 0.54
20'-0"10.773 0.313 9°-0.268 2.211 2.55 19.67 66.43 31.69 2.21 2.56 37.30 66.43 1.76 2.56 35.88 140.62 152.42 132.87 0.57
x y z
x y z
ux u u ux
r r r r
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S7 - Type IIISD-115-50-3512-J189939
SWA2 Amazon
Structure Page 9 of 12 Page 46 of 49
Pole Stresses (Wind + Dead Load): (Continued...)
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
Critical
Wind
Angle
F
(kips)
F
(kips)
F
(kips)
M
(ft-
kips)
M
(ft-
kips)
M
(ft-
kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
X
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
20'-6"10.704 0.313 8°-0.239 2.194 2.54 17.82 66.60 31.84 2.19 2.55 36.49 66.60 1.86 2.67 35.65 138.78 151.42 131.13 0.57
25'-0"10.085 0.313 38°-0.118 0.893 0.50 6.80 1.90 2.56 0.89 0.51 7.26 1.90 2.79 3.73 33.52 122.74 142.41 115.98 0.07
30'-0"9.398 0.313 42°-0.121 0.735 0.42 4.56 1.79 2.41 0.74 0.44 5.16 1.79 3.87 4.98 31.17 106.08 132.39 100.23 0.06
35'-0"8.710 0.313 48°-0.121 0.539 0.30 3.03 1.57 2.13 0.54 0.32 3.70 1.57 5.01 6.27 28.81 90.63 122.37 85.64 0.05
36'-6"8.504 0.250 51°-0.119 0.498 0.27 2.70 1.48 2.00 0.50 0.29 3.36 1.48 5.36 6.66 13.04 58.58 80.48 55.35 0.08
37'-2"5.000 0.250 63°-0.098 0.489 0.21 2.88 1.07 1.44 0.49 0.24 3.22 1.07 5.52 6.83 13.04 19.40 46.31 18.33 0.19
37'-10"5.000 0.250 0°0.000 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.69 7.00 13.04 19.40 46.31 18.33 0.00
x y z
x y z
ux u u ux
r r r r
Pole Stresses (Dead Load + Ice + ½Wind):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
Critical
Wind
Angle
F
(kips)
F
(kips)
F
(kips)
M
(ft-
kips)
M
(ft-
kips)
M
(ft-
kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
X
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"13.500 0.313 44°-0.516 4.181 1.69 70.65 25.79 33.55 4.18 1.77 78.21 25.79 0.00 0.00 45.24 215.74 192.16 211.18 0.41
1'-3"13.351 0.313 45°-0.517 4.113 1.66 68.83 25.36 32.97 4.11 1.74 76.32 25.36 0.01 0.01 44.73 211.37 189.99 206.43 0.41
5'-0"12.835 0.313 46°-0.516 3.915 1.60 63.01 24.91 32.37 3.91 1.68 70.84 24.91 0.14 0.11 42.96 196.58 182.48 190.43 0.41
10'-0"12.148 0.313 48°-0.514 3.527 1.41 55.99 23.91 31.03 3.53 1.50 64.01 23.91 0.57 0.42 40.60 177.68 172.46 170.10 0.41
15'-0"11.460 0.313 26°-0.407 3.218 1.51 37.05 32.03 42.15 3.22 1.57 56.11 32.03 1.36 0.91 38.24 159.71 162.44 150.91 0.49
20'-0"10.773 0.313 19°-0.318 2.993 1.49 24.42 33.69 44.56 2.99 1.52 50.81 33.69 2.57 1.54 35.88 140.62 152.42 132.87 0.52
20'-6"10.704 0.313 17°-0.289 2.972 1.49 22.11 34.08 45.14 2.97 1.51 50.27 34.08 2.71 1.61 35.65 138.78 151.42 131.13 0.52
25'-0"10.085 0.313 43°-0.090 1.151 0.32 5.97 1.15 3.17 1.15 0.34 6.76 1.15 4.08 2.26 33.52 122.74 142.41 115.98 0.07
30'-0"9.398 0.313 45°-0.090 0.955 0.27 4.55 1.11 3.07 0.95 0.28 5.49 1.11 5.65 3.02 31.17 106.08 132.39 100.23 0.07
35'-0"8.710 0.313 48°-0.089 0.708 0.19 3.58 1.03 2.84 0.71 0.21 4.57 1.03 7.30 3.81 28.81 90.63 122.37 85.64 0.06
36'-6"8.504 0.250 51°-0.088 0.657 0.17 3.44 0.96 2.67 0.66 0.19 4.36 0.96 7.80 4.05 13.04 58.58 80.48 55.35 0.10
37'-2"5.000 0.250 65°-0.069 0.646 0.13 3.88 0.65 1.79 0.65 0.14 4.27 0.65 8.04 4.15 13.04 19.40 46.31 18.33 0.25
37'-10"5.000 0.250 0°0.000 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.28 4.26 13.04 19.40 46.31 18.33 0.00
x y z
x y z
ux u u ux
r r r r
Pole Stresses (Dead Load):
Cut
Location
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
F
(kips)
F
(kips)
M
(ft-kips)
M
(ft-kips)
M
(ft-kips)
Factored
Axial
Load
P
(kips)
Factored
Shear
V
(kips)
Factored
Bending
M
(ft-kips)
Factored
Torsion
T
(ft-kips)
Defl
X
(in)
Defl
Z
(in)
Factored
Axial
Resistance
P (kips)
Factored
Bending
Resistance
M (ft-kips)
Factored
Shear
Resistance
V (kips)
Factored
Torsional
Resistance
T (ft-kips)CSR
0'-0"13.500 0.313 0.000 3.142 0.00 0.00 0.00 32.85 3.93 0.00 41.06 0.00 0.00 0.00 45.24 215.74 192.16 211.18 0.23
1'-3"13.351 0.313 0.000 3.087 0.00 0.00 0.00 32.85 3.86 0.00 41.06 0.00 0.01 0.00 44.73 211.37 189.99 206.43 0.24
5'-0"12.835 0.313 0.000 2.927 0.00 0.00 0.00 32.85 3.66 0.00 41.06 0.00 0.09 0.00 42.96 196.58 182.48 190.43 0.25
10'-0"12.148 0.313 0.000 2.634 0.00 0.00 0.00 32.76 3.29 0.00 40.95 0.00 0.39 0.00 40.60 177.68 172.46 170.10 0.27
15'-0"11.460 0.313 0.000 2.392 0.00 0.00 0.00 32.71 2.99 0.00 40.89 0.00 0.93 0.00 38.24 159.71 162.44 150.91 0.30
20'-0"10.773 0.313 0.000 2.211 0.00 0.00 0.00 32.71 2.76 0.00 40.89 0.00 1.76 0.00 35.88 140.62 152.42 132.87 0.33
20'-6"10.704 0.313 0.000 2.194 0.00 0.00 0.00 32.71 2.74 0.00 40.89 0.00 1.86 0.00 35.65 138.78 151.42 131.13 0.33
25'-0"10.085 0.313 0.000 0.893 0.00 0.00 0.00 3.25 1.12 0.00 4.06 0.00 2.79 0.00 33.52 122.74 142.41 115.98 0.05
30'-0"9.398 0.313 0.000 0.735 0.00 0.00 0.00 3.25 0.92 0.00 4.06 0.00 3.87 0.00 31.17 106.08 132.39 100.23 0.05
35'-0"8.710 0.313 0.000 0.539 0.00 0.00 0.00 3.20 0.67 0.00 4.00 0.00 5.01 0.00 28.81 90.63 122.37 85.64 0.06
36'-6"8.504 0.250 0.000 0.498 0.00 0.00 0.00 3.20 0.62 0.00 4.00 0.00 5.36 0.00 13.04 58.58 80.48 55.35 0.09
37'-2"5.000 0.250 0.000 0.489 0.00 0.00 0.00 3.20 0.61 0.00 4.00 0.00 5.52 0.00 13.04 19.40 46.31 18.33 0.23
37'-10"5.000 0.250 0.000 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.69 0.00 13.04 19.40 46.31 18.33 0.00
x y z x y z ux u u ux
r r r r
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S7 - Type IIISD-115-50-3512-J189939
SWA2 Amazon
Structure Page 10 of 12 Page 47 of 49
Pole Stresses (Natural Wind Gust):
Cut
Location Note
Tube
OD
(in)
Tube
Thk
(in)
Critical
Wind
Angle
F
(kips)
M
(ft-kips)
M
(ft-kips)
M
(ft-kips)
Bending
Stress
f (psi)
CAFL
(psi)CSR
0'-0"Tube 1 Base 13.500 0.313 0°0.42 9.30 7.20 9.30 2,616 4,500 0.58
0'-11"HandHole Toe 13.397 0.313 0°0.41 8.93 7.20 8.93 2,549 7,000 0.36
1'-3"HandHole Root 13.351 0.313 0°0.41 8.79 7.20 8.79 10,111 16,000 0.63
5'-0"12.835 0.313 0°0.40 7.27 7.20 7.27 2,267 10,000 0.23
10'-0"12.148 0.313 0°0.36 5.34 7.18 5.34 1,864 10,000 0.19
15'-0"11.460 0.313 0°0.34 3.61 7.17 3.61 1,421 10,000 0.14
20'-0"10.773 0.313 0°0.32 1.97 7.17 1.97 0,881 10,000 0.09
20'-6"Arm Conn 10.704 0.313 0°0.32 1.81 7.17 1.81 0,821 10,000 0.08
25'-0"10.085 0.313 0°0.09 0.83 0.36 0.83 0,426 10,000 0.04
30'-0"9.398 0.313 0°0.07 0.44 0.36 0.44 0,259 10,000 0.03
35'-0"8.710 0.313 0°0.06 0.12 0.35 0.12 0,086 10,000 0.01
36'-6"Tube 2 Base 8.504 0.250 0°0.05 0.04 0.35 0.04 0,112 7,000 0.02
37'-2"Arm Conn 5.000 0.250 0°0.05 0.01 0.35 0.01 0,017 10,000 0.00
z x y tot
b
Pole Stresses (Galloping):
Cut
Location Note
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
M
(ft-kips)
M
(ft-kips)
Bending
Stress
f (psi)
CAFL
(psi)CSR
0'-0"Tube 1 Base 13.500 0.313 0.23 8.64 8.64 2,429 4,500 0.54
0'-11"HandHole Toe 13.397 0.313 0.23 8.64 8.64 2,467 7,000 0.35
1'-3"HandHole Root 13.351 0.313 0.23 8.64 8.64 9,939 16,000 0.62
5'-0"12.835 0.313 0.23 8.64 8.64 2,693 10,000 0.27
10'-0"12.148 0.313 0.23 8.64 8.64 3,015 10,000 0.30
15'-0"11.460 0.313 0.23 8.64 8.64 3,398 10,000 0.34
20'-0"10.773 0.313 0.23 8.64 8.64 3,860 10,000 0.39
20'-6"Arm Conn 10.704 0.313 0.23 8.64 8.64 3,911 10,000 0.39
25'-0"10.085 0.313 0.00 0.00 0.00 0,000 10,000 0.00
30'-0"9.398 0.313 0.00 0.00 0.00 0,000 10,000 0.00
35'-0"8.710 0.313 0.00 0.00 0.00 0,000 10,000 0.00
36'-6"Tube 2 Base 8.504 0.250 0.00 0.00 0.00 0,000 7,000 0.00
37'-2"Arm Conn 5.000 0.250 0.00 0.00 0.00 0,000 10,000 0.00
y z tot
b
Pole Stresses (Truck Gust):
Cut
Location Note
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
M
(ft-kips)
M
(ft-kips)
Bending
Stress
f (psi)
CAFL
(psi)CSR
0'-0"Tube 1 Base 13.500 0.313 0.10 4.21 4.21 1,182 4,500 0.26
0'-11"HandHole Toe 13.397 0.313 0.10 4.21 4.21 1,201 7,000 0.17
1'-3"HandHole Root 13.351 0.313 0.10 4.21 4.21 4,838 16,000 0.30
5'-0"12.835 0.313 0.10 4.21 4.21 1,311 10,000 0.13
10'-0"12.148 0.313 0.10 4.21 4.21 1,468 10,000 0.15
15'-0"11.460 0.313 0.10 4.21 4.21 1,654 10,000 0.17
20'-0"10.773 0.313 0.10 4.21 4.21 1,879 10,000 0.19
20'-6"Arm Conn 10.704 0.313 0.10 4.21 4.21 1,904 10,000 0.19
25'-0"10.085 0.313 0.00 0.00 0.00 0,000 10,000 0.00
y z tot
b
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S7 - Type IIISD-115-50-3512-J189939
SWA2 Amazon
Structure Page 11 of 12 Page 48 of 49
Pole Stresses (Truck Gust): (Continued...)
Cut
Location Note
Tube
OD
(in)
Tube
Thk
(in)
F
(kips)
M
(ft-kips)
M
(ft-kips)
Bending
Stress
f (psi)
CAFL
(psi)CSR
30'-0"9.398 0.313 0.00 0.00 0.00 0,000 10,000 0.00
35'-0"8.710 0.313 0.00 0.00 0.00 0,000 10,000 0.00
36'-6"Tube 2 Base 8.504 0.250 0.00 0.00 0.00 0,000 7,000 0.00
37'-2"Arm Conn 5.000 0.250 0.00 0.00 0.00 0,000 10,000 0.00
y z tot
b
NOV Pole Products / AmeronTM Poles Proprietary
CONFIDENTIALITY WARNING
This document and any accompanying this transmission contain confidential information intended for a specific individual and purpose. The information is private, and is legally protected by law. If you are
not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this faxed information is strictly prohibited.
Sales Order:189939
Purchase Order:4703593003
Revision:B
Engineer:Vince Whorten 2/8/2023
Check:Gary Mackey 1/18/2023
Traffic Structures
S7 - Type IIISD-115-50-3512-J189939
SWA2 Amazon
Structure Page 12 of 12 Page 49 of 49
Base Plate Analysis
Anchor Bolt Properties:
Number
Of
Bolts
Bolt
Diameter
(in)
Bolt
Circle
(in)
Bolt
Yield
(ksi)
4 1.50 18.00 105.00
Base Plate Properties:
Base
Plate
Square
(in)
Inner Dia.
ID
(in)
Base
Thickness
(in)
Base
Plate
Yield
(ksi)
18.00 11.00 2.00 36.00
Stress Analysis (Wind + Dead Load):
Critical
Wind
Angle
Bolts
Force
/ Bolt
(kips)
Bolt
CSR
Critical
Wind
Angle
Base Plate
Base
Plate
CSR
Thickness
Ratio
16°52.26 0.43 26°0.47 0.66
Stress Analysis (Dead Load + Ice + ½Wind):
Critical
Wind
Angle
Bolts
Force
/ Bolt
(kips)
Bolt
CSR
Critical
Wind
Angle
Base Plate
Base
Plate
CSR
Thickness
Ratio
29°49.73 0.29 33°0.45 0.62
Fatigue Analysis:
Item
N.W. Gust
Critical
Angle
N.W. Gust
Stress
(ksi)
Galloping
Stress
(ksi)
Truck Induced
Stress
(ksi)
CAFL
(ksi)
Bolts 13°3.18 2.90 1.41 7.00