The URL can be used to link to this page

Home My WebLink AboutTSI #014 Poles SubmittalsNOV 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:186466 RENTON, WA 98057 Purchase Order:4703489987 Project: Page Drawing No.Rev 1 J186466-1 - 2 J186466-2 A 3 WA15TR3724-2 D 4 WA15TR10-1 C 5 WA15TR10-2 C 6 CALCULATIONS - Drawings for this project are approved as submitted. Prepared by: Signature Date Zimmer, James L 6/29/2022 Signature Date Printed Name Transmittal Letter June 29, 2022 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 NEW ELEMENTARY SCHOOL #16 TRAFFIC SIGNAL REVISION A WSDOT TYPE PS, 1, RM & FB PED POLES W/ SLIP BASE (AASHTO 2015 LRFD) ANALYSIS REPORT FOR SPECIAL DESIGN TRAFFIC CONTROL STRUCTURES. We are sending you Description PROJECT MATERIAL LIST Copy to: These are transmitted as checked below: Comments: FINISH: POWDER COAT OVER HD GALV, COLOR (RAL9005TX). LUMINAIRE ARM AND LUMINAIRE BY OTHERS. REV. A: Ø 1-1/2" CROSS HOLE IN TENON FOR WIRE ACCESS PER CUSTOMER, (WAS Ø2"). 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. MATERIAL SPECIFICATION*STEEL TO HAVE SILICON CONTENT OF 0.0 ‐ 0.04 OR 0.15 ‐ 0.25*SHAFT(50 KSI MIN YIELD AFTER FABRICATION)ASTM A‐572ASTM A‐595 Gr A OR Gr BASTM A‐709ASTM A‐1008ASTM A‐1011ASTM A‐1018*PLATE(36 KSI YIELD MIN)ASTM A‐36, A709 GR36 ORMATERIAL LISTED FOR SHAFT*BACKING RINGASTM A529ASTM A‐36ASTM A709 GR36 ORMATERIAL LISTED FOR SHAFT*PIPE/TUBINGASTM A‐53 GR BASTM A‐500 GR BASTM A‐513 GR 1015 (35 KSI YIELD MIN)ASTM A‐513 GR 1026 (45 KSI YIELD MIN)MAST ARMCONNECTIONBOLTSASTM F‐3125, A325 TYPE 1ANCHOR BOLTS ASTM F‐1554 GR 105ANCHOR NUTS ASTM A‐563 GR DHANCHOR WASHER ASTM F‐436POLE FINISHHOT DIP GALVANIZEDPER ASTM A‐123HARDWARE FINISHHOT DIP GALVANIZEDPER ASTM F2329BACKING RINGTUBE THICKNESS BACKING RING THICKNESS<= 7GA7GA MIN> 7GA1/4" MINREMOVABLE CAP SECUREDWITH (3) 5/16" SCREWS NOV Pole Products / AmeronTM Poles Proprietary Sales Order:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Analysis Report For Traffic Structures Renton Elementary School # 16 Page 1 of 46 Analysis Report For Traffic Structures City of Renton FOR Project Name:Renton Elementary School # 16 Project Number:22-024-01 Customer:Graybar Customer P.O.:4703489987 Ameron S.O.:186466 This Report Contains Analysis Verifying The Structural Adequacy For The Following Items: Item Desc Page # 1 S1 - Type IIIA-115-40-3508-J186466 2 2 S2 - Type IIIA-115-30-3508-J186466 14 3 S3 - Type IIIA-115-40-3508-J186466 26 4 S4 - Type IIA-115-25-WA15TR3724 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S1 - Type IIIA-115-40-3508-J186466 Renton Elementary School # 16 Structure Page 1 of 12 Page 2 of 46 Analysis For Traffic Structures S1 - Type IIIA-115-40-3508-J186466 City of Renton FOR Project Name:Renton Elementary School # 16 Project Number:22-024-01 Customer:Graybar Customer P.O.:4703489987 Ameron S.O.:186466 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S1 - Type IIIA-115-40-3508-J186466 Renton Elementary School # 16 Structure Page 2 of 12 Page 3 of 46 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°21'-0"3'-6"10 3/4"5 1/4"0.239 0.239 0.79 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"0.239 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 796 251 456 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 4 Section 39'-6"0'-0"24'-5"23'-10"90 11.6 6.4 25.2 1.5 1.2 2x2.5 Sign 36'-6"0'-0"24'-2"23'-7"25 5 0.5 5 1 1.19 3 Section 28'-6"0'-0"23'-6"23'-1"60 9.2 4.8 20.4 1.5 1.2 EVP 25'-6"0'-0"23'-3"22'-11"20 1 0.5 4 1 1 3 Section 17'-6"0'-0"22'-6"22'-4"60 9.2 4.8 20.4 1.5 1.2 18x84 Sign 8'-0"0'-0"21'-8"21'-8"52 10.5 0.5 10.5 1 1.2 S1-40 Increase 40'-0"0'-0"24'-6"23'-10"10 11.03 0.2 24.06 1 1 VDC 33'-6"0'-0"23'-11"23'-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) 4 Section 90 76 428 40 73 17 2x2.5 Sign 25 15 182 17 32 11 3 Section 60 61 336 32 58 17 EVP 20 12 30 3 6 0 3 Section 60 61 333 32 58 0 18x84 Sign 52 32 377 36 66 0 S1-40 Increase 10 72 339 32 69 0 VDC 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S1 - Type IIIA-115-40-3508-J186466 Renton Elementary School # 16 Structure Page 3 of 12 Page 4 of 46 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 1.133 2.51 5.78 66.21 23.22 0.10 2.75 70.40 -0.01 0.00 0.00 13.28 104.03 117.19 102.64 0.69 5'-0"10.085 0.239 0.000 1.003 2.45 4.70 53.86 17.90 0.09 2.64 56.95 -0.01 0.16 0.46 12.44 92.47 109.78 90.07 0.63 10'-0"9.398 0.239 0.000 0.829 2.01 3.72 42.56 13.31 0.07 2.17 44.75 -0.01 0.61 1.81 11.58 81.21 102.11 77.94 0.56 15'-0"8.710 0.239 0.000 0.717 1.95 2.85 32.69 9.47 0.06 2.08 34.16 -0.01 1.34 4.03 10.71 70.56 94.45 66.67 0.49 20'-0"8.023 0.239 0.000 0.553 1.57 2.09 23.91 6.31 0.05 1.66 24.81 -0.01 2.31 7.11 9.84 59.57 86.78 56.29 0.42 25'-0"7.335 0.239 0.000 0.458 1.51 1.41 16.24 3.79 0.04 1.58 16.73 -0.01 3.50 10.98 8.97 49.52 79.12 46.79 0.34 30'-0"6.648 0.239 0.000 0.291 1.09 0.82 9.43 1.90 0.03 1.13 9.65 -0.01 4.85 15.57 8.10 40.39 71.45 38.16 0.24 35'-0"5.960 0.239 0.000 0.194 1.01 0.36 4.16 0.68 0.02 1.03 4.23 -0.01 6.31 20.71 7.23 32.19 63.79 30.41 0.13 40'-0"5.273 0.239 0.000 0.010 0.34 0.00 0.05 0.00 0.00 0.34 0.05 0.00 7.83 26.19 6.36 24.92 56.12 23.54 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 1.725 1.36 3.02 34.58 37.86 0.15 2.19 51.37 0.00 0.00 0.00 13.28 104.03 117.19 102.64 0.50 5'-0"10.085 0.239 0.000 1.555 1.31 2.44 27.93 29.69 0.14 2.03 40.84 0.00 0.26 0.24 12.44 92.47 109.78 90.07 0.45 10'-0"9.398 0.239 0.000 1.311 1.07 1.91 21.91 22.52 0.11 1.69 31.48 0.00 1.01 0.94 11.58 81.21 102.11 77.94 0.40 15'-0"8.710 0.239 0.000 1.163 1.02 1.46 16.70 16.36 0.10 1.54 23.42 0.00 2.22 2.09 10.71 70.56 94.45 66.67 0.34 20'-0"8.023 0.239 0.000 0.905 0.81 1.06 12.12 11.21 0.08 1.21 16.54 0.00 3.86 3.68 9.84 59.57 86.78 56.29 0.28 25'-0"7.335 0.239 0.000 0.780 0.77 0.71 8.18 7.01 0.07 1.10 10.80 0.00 5.87 5.67 8.97 49.52 79.12 46.79 0.22 30'-0"6.648 0.239 0.000 0.513 0.55 0.41 4.73 3.73 0.04 0.75 6.03 0.00 8.19 8.02 8.10 40.39 71.45 38.16 0.15 35'-0"5.960 0.239 0.000 0.379 0.50 0.18 2.08 1.48 0.03 0.63 2.56 0.00 10.74 10.65 7.23 32.19 63.79 30.41 0.08 40'-0"5.273 0.239 0.000 0.082 0.17 0.00 0.03 0.01 0.01 0.19 0.03 0.00 13.40 13.45 6.36 24.92 56.12 23.54 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 1.133 0.00 0.00 0.00 23.22 0.12 1.41 29.02 0.00 0.00 0.00 13.28 104.03 117.19 102.64 0.29 5'-0"10.085 0.239 0.000 1.003 0.00 0.00 0.00 17.90 0.11 1.25 22.38 0.00 0.16 0.00 12.44 92.47 109.78 90.07 0.25 10'-0"9.398 0.239 0.000 0.829 0.00 0.00 0.00 13.31 0.09 1.03 16.64 0.00 0.61 0.00 11.58 81.21 102.11 77.94 0.21 15'-0"8.710 0.239 0.000 0.717 0.00 0.00 0.00 9.47 0.08 0.89 11.83 0.00 1.34 0.00 10.71 70.56 94.45 66.67 0.17 20'-0"8.023 0.239 0.000 0.553 0.00 0.00 0.00 6.31 0.06 0.69 7.88 0.00 2.31 0.00 9.84 59.57 86.78 56.29 0.14 25'-0"7.335 0.239 0.000 0.458 0.00 0.00 0.00 3.79 0.05 0.57 4.74 0.00 3.50 0.00 8.97 49.52 79.12 46.79 0.10 30'-0"6.648 0.239 0.000 0.291 0.00 0.00 0.00 1.90 0.03 0.36 2.38 0.00 4.85 0.00 8.10 40.39 71.45 38.16 0.06 35'-0"5.960 0.239 0.000 0.194 0.00 0.00 0.00 0.68 0.02 0.24 0.85 0.00 6.31 0.00 7.23 32.19 63.79 30.41 0.03 40'-0"5.273 0.239 0.000 0.010 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 7.83 0.00 6.36 24.92 56.12 23.54 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S1 - Type IIIA-115-40-3508-J186466 Renton Elementary School # 16 Structure Page 4 of 12 Page 5 of 46 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 0.28 0.60 6.85 6.88 3,977 7,000 0.57 0.00 5'-0"10.085 0.239 0.26 0.48 5.50 5.52 3,640 10,000 0.36 0.05 10'-0"9.398 0.239 0.21 0.37 4.29 4.31 3,281 10,000 0.33 0.19 15'-0"8.710 0.239 0.20 0.28 3.25 3.26 2,906 10,000 0.29 0.41 20'-0"8.023 0.239 0.16 0.20 2.34 2.35 2,481 10,000 0.25 0.72 25'-0"7.335 0.239 0.15 0.14 1.57 1.58 1,999 10,000 0.20 1.11 30'-0"6.648 0.239 0.11 0.08 0.90 0.90 1,405 10,000 0.14 1.57 35'-0"5.960 0.239 0.10 0.03 0.39 0.39 0,768 10,000 0.08 2.08 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 0.37 10.38 10.38 6,005 7,000 0.86 0.00 5'-0"10.085 0.239 0.37 8.55 8.55 5,633 10,000 0.56 0.07 10'-0"9.398 0.239 0.30 6.84 6.84 5,210 10,000 0.52 0.29 15'-0"8.710 0.239 0.30 5.33 5.33 4,748 10,000 0.47 0.64 20'-0"8.023 0.239 0.24 3.97 3.97 4,182 10,000 0.42 1.13 25'-0"7.335 0.239 0.24 2.75 2.75 3,486 10,000 0.35 1.76 30'-0"6.648 0.239 0.18 1.64 1.64 2,546 10,000 0.25 2.51 35'-0"5.960 0.239 0.17 0.75 0.75 1,458 10,000 0.15 3.35 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 0.12 4.00 4.00 2,315 7,000 0.33 0.00 5'-0"10.085 0.239 0.12 3.42 3.42 2,251 10,000 0.23 0.03 10'-0"9.398 0.239 0.12 2.83 2.83 2,155 10,000 0.22 0.11 15'-0"8.710 0.239 0.12 2.24 2.24 1,997 10,000 0.20 0.26 20'-0"8.023 0.239 0.12 1.66 1.66 1,746 10,000 0.17 0.46 25'-0"7.335 0.239 0.12 1.07 1.07 1,357 10,000 0.14 0.71 30'-0"6.648 0.239 0.09 0.52 0.52 0,806 10,000 0.08 1.02 35'-0"5.960 0.239 0.05 0.16 0.16 0,305 10,000 0.03 1.35 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S1 - Type IIIA-115-40-3508-J186466 Renton Elementary School # 16 Structure Page 5 of 12 Page 6 of 46 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 33.82 0.15 0.54 0.73 Stress Analysis (Dead Load + Ice + ½Wind): Force / Bolt (kips) Bolt CSR Flange CSR Thickness Ratio 27.37 0.10 0.44 0.66 Fatigue Analysis: Item N.W. Gust Stress (ksi) Galloping Stress (ksi) Truck Induced Stress (ksi) CAFL (ksi) Bolts 1.85 2.79 1.07 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S1 - Type IIIA-115-40-3508-J186466 Renton Elementary School # 16 Structure Page 6 of 12 Page 7 of 46 8' 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) 8'-0"0°37'-2"0'-2"14 7/8"13 13/16"0.312 0.312 0.37 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 8'-0"0.313 14.875 13.775 0.1375 55.00 9.55 Arm Segment Forces: Segment ID Weight (lbs) Ice Weight (lbs) Wind (lbs) Natural Wind Gust (lbs) Galloping (lbs) Truck Gust (lbs) Base 375 89 160 30 0 50 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 8'-0"0'-0"37'-4"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 70 6 13 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S1 - Type IIIA-115-40-3508-J186466 Renton Elementary School # 16 Structure Page 7 of 12 Page 8 of 46 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S1 - Type IIIA-115-40-3508-J186466 Renton Elementary School # 16 Structure Page 8 of 12 Page 9 of 46 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 36x36 Sign 1'-0"9'-0"9'-0"45 9 0.5 9 1 1.12 12x24 Sign 0'-6"7'-0"7'-0"10 2 0.5 2 1 1.19 Pole Loadings Forces: Load Name Weight (lbs) Ice Weight (lbs) Wind (lbs) Natural Wind Gust (lbs) Galloping (lbs) Truck Gust (lbs) 36x36 Sign 45 27 283 29 0 0 12x24 Sign 10 6 67 7 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 20°-0.647 2.929 3.69 90.73 67.12 23.89 2.93 3.74 93.82 67.12 0.00 0.00 45.24 215.74 192.16 211.18 0.60 1'-3"13.351 0.313 20°-0.647 2.875 3.67 86.13 67.12 23.89 2.87 3.73 89.38 67.12 0.00 0.01 44.73 211.37 189.99 206.43 0.59 5'-0"12.835 0.313 19°-0.620 2.715 3.62 72.11 67.53 24.10 2.71 3.67 76.03 67.53 0.08 0.21 42.96 196.58 182.48 190.43 0.58 10'-0"12.148 0.313 18°-0.592 2.456 3.20 54.30 67.61 24.26 2.46 3.25 59.47 67.61 0.32 0.79 40.60 177.68 172.46 170.10 0.55 15'-0"11.460 0.313 15°-0.503 2.264 3.13 37.17 68.67 24.83 2.26 3.17 44.70 68.67 0.76 1.70 38.24 159.71 162.44 150.91 0.54 20'-0"10.773 0.313 8°-0.278 2.084 3.04 18.36 70.40 25.95 2.08 3.06 31.78 70.40 1.43 2.86 35.88 140.62 152.42 132.87 0.55 21'-0"10.635 0.313 6°-0.209 2.049 3.02 14.33 70.70 26.20 2.05 3.02 29.86 70.70 1.60 3.12 35.41 136.95 150.42 129.40 0.56 25'-0"10.085 0.313 38°-0.077 0.781 0.39 4.96 0.98 1.51 0.78 0.39 5.18 0.98 2.30 4.16 33.52 122.74 142.41 115.98 0.05 30'-0"9.398 0.313 43°-0.080 0.624 0.31 3.26 0.91 1.40 0.62 0.32 3.55 0.91 3.20 5.51 31.17 106.08 132.39 100.23 0.04 35'-0"8.710 0.313 50°-0.079 0.478 0.24 1.98 0.80 1.23 0.48 0.25 2.33 0.80 4.13 6.89 28.81 90.63 122.37 85.64 0.03 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S1 - Type IIIA-115-40-3508-J186466 Renton Elementary School # 16 Structure Page 9 of 12 Page 10 of 46 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 36'-6"8.504 0.250 54°-0.076 0.436 0.21 1.71 0.73 1.12 0.44 0.22 2.05 0.73 4.41 7.31 13.04 58.58 80.48 55.35 0.05 37'-2"5.000 0.250 64°-0.063 0.428 0.17 1.75 0.55 0.84 0.43 0.18 1.94 0.55 4.55 7.49 13.04 19.40 46.31 18.33 0.12 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 4.68 7.68 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°-0.574 3.982 1.96 71.56 27.46 30.29 3.98 2.04 77.71 27.46 0.00 0.00 45.24 215.74 192.16 211.18 0.41 1'-3"13.351 0.313 43°-0.574 3.915 1.94 69.12 27.46 30.29 3.91 2.02 75.47 27.46 0.01 0.01 44.73 211.37 189.99 206.43 0.40 5'-0"12.835 0.313 45°-0.576 3.716 1.86 62.47 26.56 29.25 3.72 1.95 68.98 26.56 0.12 0.12 42.96 196.58 182.48 190.43 0.40 10'-0"12.148 0.313 15°-0.288 3.376 1.85 37.69 36.06 40.79 3.38 1.87 55.54 36.06 0.51 0.46 40.60 177.68 172.46 170.10 0.45 15'-0"11.460 0.313 30°-0.499 3.137 1.73 38.32 32.33 36.12 3.14 1.80 52.66 32.33 1.21 0.99 38.24 159.71 162.44 150.91 0.46 20'-0"10.773 0.313 17°-0.322 2.913 1.73 21.21 35.70 40.32 2.91 1.76 45.56 35.70 2.29 1.67 35.88 140.62 152.42 132.87 0.48 21'-0"10.635 0.313 13°-0.252 2.870 1.72 16.61 36.38 41.22 2.87 1.74 44.44 36.38 2.56 1.81 35.41 136.95 150.42 129.40 0.49 25'-0"10.085 0.313 43°-0.059 0.978 0.26 4.06 0.57 1.79 0.98 0.26 4.44 0.57 3.68 2.42 33.52 122.74 142.41 115.98 0.05 30'-0"9.398 0.313 46°-0.059 0.782 0.20 2.97 0.55 1.70 0.78 0.21 3.42 0.55 5.10 3.22 31.17 106.08 132.39 100.23 0.04 35'-0"8.710 0.313 49°-0.059 0.600 0.15 2.16 0.52 1.60 0.60 0.16 2.69 0.52 6.57 4.03 28.81 90.63 122.37 85.64 0.04 36'-6"8.504 0.250 53°-0.057 0.549 0.13 2.05 0.47 1.47 0.55 0.14 2.52 0.47 7.01 4.28 13.04 58.58 80.48 55.35 0.06 37'-2"5.000 0.250 63°-0.048 0.538 0.11 2.19 0.36 1.11 0.54 0.12 2.46 0.36 7.22 4.39 13.04 19.40 46.31 18.33 0.15 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 7.43 4.50 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 2.929 0.00 0.00 0.00 26.82 3.66 0.00 33.53 0.00 0.00 0.00 45.24 215.74 192.16 211.18 0.20 1'-3"13.351 0.313 0.000 2.875 0.00 0.00 0.00 26.82 3.59 0.00 33.53 0.00 0.00 0.00 44.73 211.37 189.99 206.43 0.20 5'-0"12.835 0.313 0.000 2.715 0.00 0.00 0.00 26.82 3.39 0.00 33.53 0.00 0.08 0.00 42.96 196.58 182.48 190.43 0.21 10'-0"12.148 0.313 0.000 2.456 0.00 0.00 0.00 26.77 3.07 0.00 33.47 0.00 0.32 0.00 40.60 177.68 172.46 170.10 0.23 15'-0"11.460 0.313 0.000 2.264 0.00 0.00 0.00 26.77 2.83 0.00 33.47 0.00 0.76 0.00 38.24 159.71 162.44 150.91 0.25 20'-0"10.773 0.313 0.000 2.084 0.00 0.00 0.00 26.77 2.60 0.00 33.47 0.00 1.43 0.00 35.88 140.62 152.42 132.87 0.28 21'-0"10.635 0.313 0.000 2.049 0.00 0.00 0.00 26.77 2.56 0.00 33.47 0.00 1.60 0.00 35.41 136.95 150.42 129.40 0.28 25'-0"10.085 0.313 0.000 0.781 0.00 0.00 0.00 1.92 0.98 0.00 2.40 0.00 2.30 0.00 33.52 122.74 142.41 115.98 0.03 30'-0"9.398 0.313 0.000 0.624 0.00 0.00 0.00 1.92 0.78 0.00 2.40 0.00 3.20 0.00 31.17 106.08 132.39 100.23 0.04 35'-0"8.710 0.313 0.000 0.478 0.00 0.00 0.00 1.92 0.60 0.00 2.40 0.00 4.13 0.00 28.81 90.63 122.37 85.64 0.04 36'-6"8.504 0.250 0.000 0.436 0.00 0.00 0.00 1.92 0.55 0.00 2.40 0.00 4.41 0.00 13.04 58.58 80.48 55.35 0.06 37'-2"5.000 0.250 0.000 0.428 0.00 0.00 0.00 1.92 0.53 0.00 2.40 0.00 4.55 0.00 13.04 19.40 46.31 18.33 0.14 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 4.68 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S1 - Type IIIA-115-40-3508-J186466 Renton Elementary School # 16 Structure Page 10 of 12 Page 11 of 46 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°0.46 9.92 7.46 9.92 2,788 4,500 0.62 0'-11"HandHole Toe 13.397 0.313 0°0.45 9.50 7.46 9.50 2,713 7,000 0.39 1'-3"HandHole Root 13.351 0.313 0°0.45 9.35 7.46 9.35 10,751 16,000 0.67 5'-0"12.835 0.313 0°0.44 7.68 7.46 7.68 2,394 10,000 0.24 10'-0"12.148 0.313 0°0.39 5.58 7.42 5.58 1,946 10,000 0.19 15'-0"11.460 0.313 0°0.37 3.68 7.42 3.68 1,448 10,000 0.14 20'-0"10.773 0.313 0°0.36 1.86 7.42 1.86 0,831 10,000 0.08 21'-0"Arm Conn 10.635 0.313 0°0.35 1.50 7.42 1.50 0,690 10,000 0.07 25'-0"10.085 0.313 0°0.07 0.62 0.17 0.62 0,317 10,000 0.03 30'-0"9.398 0.313 0°0.05 0.32 0.17 0.32 0,191 10,000 0.02 35'-0"8.710 0.313 0°0.04 0.09 0.17 0.09 0,061 10,000 0.01 36'-6"Tube 2 Base 8.504 0.250 0°0.04 0.03 0.17 0.03 0,076 7,000 0.01 37'-2"Arm Conn 5.000 0.250 0°0.04 0.00 0.17 0.00 0,009 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 0.37 10.91 10.91 3,068 4,500 0.68 0'-11"HandHole Toe 13.397 0.313 0.37 10.91 10.91 3,117 7,000 0.45 1'-3"HandHole Root 13.351 0.313 0.37 10.91 10.91 12,550 16,000 0.78 5'-0"12.835 0.313 0.37 10.91 10.91 3,403 10,000 0.34 10'-0"12.148 0.313 0.37 10.91 10.91 3,810 10,000 0.38 15'-0"11.460 0.313 0.37 10.91 10.91 4,294 10,000 0.43 20'-0"10.773 0.313 0.37 10.91 10.91 4,877 10,000 0.49 21'-0"Arm Conn 10.635 0.313 0.37 10.91 10.91 5,008 10,000 0.50 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 4.17 4.17 1,173 4,500 0.26 0'-11"HandHole Toe 13.397 0.313 0.12 4.17 4.17 1,191 7,000 0.17 1'-3"HandHole Root 13.351 0.313 0.12 4.17 4.17 4,797 16,000 0.30 5'-0"12.835 0.313 0.12 4.17 4.17 1,301 10,000 0.13 10'-0"12.148 0.313 0.12 4.17 4.17 1,456 10,000 0.15 15'-0"11.460 0.313 0.12 4.17 4.17 1,641 10,000 0.16 20'-0"10.773 0.313 0.12 4.17 4.17 1,864 10,000 0.19 21'-0"Arm Conn 10.635 0.313 0.12 4.17 4.17 1,914 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S1 - Type IIIA-115-40-3508-J186466 Renton Elementary School # 16 Structure Page 11 of 12 Page 12 of 46 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S1 - Type IIIA-115-40-3508-J186466 Renton Elementary School # 16 Structure Page 12 of 12 Page 13 of 46 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°53.57 0.46 24°0.48 0.67 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 27°48.57 0.28 32°0.44 0.61 Fatigue Analysis: Item N.W. Gust Critical Angle N.W. Gust Stress (ksi) Galloping Stress (ksi) Truck Induced Stress (ksi) CAFL (ksi) Bolts 15°3.42 3.66 1.40 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S2 - Type IIIA-115-30-3508-J186466 Renton Elementary School # 16 Structure Page 1 of 12 Page 14 of 46 Analysis For Traffic Structures S2 - Type IIIA-115-30-3508-J186466 City of Renton FOR Project Name:Renton Elementary School # 16 Project Number:22-024-01 Customer:Graybar Customer P.O.:4703489987 Ameron S.O.:186466 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S2 - Type IIIA-115-30-3508-J186466 Renton Elementary School # 16 Structure Page 2 of 12 Page 15 of 46 30' 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) 30'-0"0°21'-0"2'-7"9 3/8"5 1/4"0.179 0.179 0.41 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 30'-0"0.179 9.375 5.250 0.1375 55.00 18.28 Arm Segment Forces: Segment ID Weight (lbs) Ice Weight (lbs) Wind (lbs) Natural Wind Gust (lbs) Galloping (lbs) Truck Gust (lbs) Base 412 172 327 58 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 25'-6"0'-0"23'-3"23'-0"60 9.2 4.8 20.4 1.5 1.2 3 Section 17'-6"0'-0"22'-6"22'-5"60 9.2 4.8 20.4 1.5 1.2 EVP 12'-6"0'-0"22'-1"22'-0"20 1 0.5 4 1 1 3 Section 9'-6"0'-0"21'-10"21'-9"60 9.2 4.8 20.4 1.5 1.2 18x108 Sign 4'-6"0'-0"21'-5"21'-5"68 13.5 0.5 13.5 1 1.23 S2-30 Increase 30'-0"0'-0"23'-7"23'-4"10 15.81 0.2 33.62 1 1 VDC 14'-6"0'-0"22'-3"22'-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 61 335 32 58 17 3 Section 60 61 333 32 58 17 EVP 20 12 30 3 6 0 3 Section 60 61 331 32 58 0 18x108 Sign 68 40 496 47 85 0 S2-30 Increase 10 101 482 45 100 0 VDC 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S2 - Type IIIA-115-30-3508-J186466 Renton Elementary School # 16 Structure Page 3 of 12 Page 16 of 46 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"9.375 0.179 0.000 0.709 2.36 3.49 39.97 9.85 0.06 2.47 41.32 -0.01 0.00 0.00 13.10 58.07 76.88 58.91 0.72 5'-0"8.710 0.179 0.000 0.556 1.81 2.49 28.57 6.57 0.05 1.90 29.42 0.00 0.13 0.53 12.15 50.64 71.33 50.71 0.59 10'-0"8.023 0.179 0.000 0.418 1.43 1.73 19.83 4.02 0.04 1.49 20.30 0.00 0.48 2.04 11.17 43.48 65.58 42.86 0.47 15'-0"7.335 0.179 0.000 0.306 1.32 1.13 12.92 2.18 0.03 1.35 13.15 0.00 1.01 4.42 10.19 36.86 59.83 35.68 0.36 20'-0"6.648 0.179 0.000 0.181 0.93 0.64 7.30 0.97 0.02 0.95 7.39 0.00 1.66 7.53 9.21 30.78 54.08 29.15 0.24 25'-0"5.960 0.179 0.000 0.122 0.88 0.24 2.80 0.21 0.01 0.88 2.82 0.00 2.38 11.20 8.23 24.64 48.33 23.29 0.12 30'-0"5.273 0.179 0.000 0.010 0.48 0.00 0.06 0.00 0.00 0.48 0.06 0.00 3.14 15.17 7.25 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"9.375 0.179 0.000 1.230 1.25 1.80 20.63 18.94 0.11 1.75 28.06 0.00 0.00 0.00 13.10 58.07 76.88 58.91 0.49 5'-0"8.710 0.179 0.000 1.002 0.95 1.28 14.65 13.16 0.09 1.38 19.74 0.00 0.25 0.27 12.15 50.64 71.33 50.71 0.40 10'-0"8.023 0.179 0.000 0.770 0.74 0.88 10.09 8.51 0.07 1.07 13.23 0.00 0.95 1.05 11.17 43.48 65.58 42.86 0.31 15'-0"7.335 0.179 0.000 0.604 0.67 0.57 6.53 5.03 0.05 0.90 8.26 0.00 2.02 2.27 10.19 36.86 59.83 35.68 0.23 20'-0"6.648 0.179 0.000 0.390 0.47 0.32 3.66 2.55 0.03 0.61 4.47 0.00 3.37 3.85 9.21 30.78 54.08 29.15 0.15 25'-0"5.960 0.179 0.000 0.306 0.44 0.12 1.40 0.82 0.03 0.53 1.63 0.00 4.92 5.72 8.23 24.64 48.33 23.29 0.07 30'-0"5.273 0.179 0.000 0.111 0.24 0.00 0.03 0.01 0.01 0.27 0.03 0.00 6.57 7.74 7.25 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"9.375 0.179 0.000 0.709 0.00 0.00 0.00 9.85 0.08 0.88 12.32 0.00 0.00 0.00 13.10 58.07 76.88 58.91 0.22 5'-0"8.710 0.179 0.000 0.556 0.00 0.00 0.00 6.57 0.06 0.69 8.21 0.00 0.13 0.00 12.15 50.64 71.33 50.71 0.17 10'-0"8.023 0.179 0.000 0.418 0.00 0.00 0.00 4.02 0.05 0.52 5.03 0.00 0.48 0.00 11.17 43.48 65.58 42.86 0.12 15'-0"7.335 0.179 0.000 0.306 0.00 0.00 0.00 2.18 0.03 0.38 2.72 0.00 1.01 0.00 10.19 36.86 59.83 35.68 0.08 20'-0"6.648 0.179 0.000 0.181 0.00 0.00 0.00 0.97 0.02 0.23 1.21 0.00 1.66 0.00 9.21 30.78 54.08 29.15 0.04 25'-0"5.960 0.179 0.000 0.122 0.00 0.00 0.00 0.21 0.01 0.15 0.27 0.00 2.38 0.00 8.23 24.64 48.33 23.29 0.01 30'-0"5.273 0.179 0.000 0.010 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 3.14 0.00 7.25 19.13 42.59 18.08 0.00 x y z x y z ux u u ux r r r r 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 9.375 0.179 0.25 0.36 4.09 4.10 4,133 7,000 0.59 0.00 5'-0"8.710 0.179 0.19 0.25 2.89 2.90 3,396 10,000 0.34 0.05 10'-0"8.023 0.179 0.15 0.17 1.98 1.99 2,750 10,000 0.28 0.21 15'-0"7.335 0.179 0.13 0.11 1.27 1.27 2,121 10,000 0.21 0.45 20'-0"6.648 0.179 0.09 0.06 0.71 0.71 1,444 10,000 0.14 0.76 25'-0"5.960 0.179 0.08 0.02 0.27 0.27 0,684 10,000 0.07 1.12 z x y 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S2 - Type IIIA-115-30-3508-J186466 Renton Elementary School # 16 Structure Page 4 of 12 Page 17 of 46 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 9.375 0.179 0.37 6.58 6.58 6,634 7,000 0.95 0.00 5'-0"8.710 0.179 0.29 4.78 4.78 5,592 10,000 0.56 0.09 10'-0"8.023 0.179 0.23 3.38 3.38 4,678 10,000 0.47 0.34 15'-0"7.335 0.179 0.22 2.26 2.26 3,760 10,000 0.38 0.74 20'-0"6.648 0.179 0.16 1.33 1.33 2,702 10,000 0.27 1.27 25'-0"5.960 0.179 0.16 0.54 0.54 1,382 10,000 0.14 1.90 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 9.375 0.179 0.11 2.36 2.36 2,378 7,000 0.34 0.00 5'-0"8.710 0.179 0.11 1.83 1.83 2,142 10,000 0.21 0.03 10'-0"8.023 0.179 0.11 1.30 1.30 1,799 10,000 0.18 0.13 15'-0"7.335 0.179 0.10 0.77 0.77 1,285 10,000 0.13 0.28 20'-0"6.648 0.179 0.07 0.34 0.34 0,695 10,000 0.07 0.47 25'-0"5.960 0.179 0.04 0.07 0.07 0,177 10,000 0.02 0.69 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S2 - Type IIIA-115-30-3508-J186466 Renton Elementary School # 16 Structure Page 5 of 12 Page 18 of 46 Flange Analysis For 30' 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 18.85 0.05 0.31 0.56 Stress Analysis (Dead Load + Ice + ½Wind): Force / Bolt (kips) Bolt CSR Flange CSR Thickness Ratio 14.95 0.03 0.25 0.50 Fatigue Analysis: Item N.W. Gust Stress (ksi) Galloping Stress (ksi) Truck Induced Stress (ksi) CAFL (ksi) Bolts 1.10 1.77 0.63 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S2 - Type IIIA-115-30-3508-J186466 Renton Elementary School # 16 Structure Page 6 of 12 Page 19 of 46 8' 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) 8'-0"0°37'-2"0'-2"14 7/8"13 13/16"0.312 0.312 0.37 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 8'-0"0.313 14.875 13.775 0.1375 55.00 9.55 Arm Segment Forces: Segment ID Weight (lbs) Ice Weight (lbs) Wind (lbs) Natural Wind Gust (lbs) Galloping (lbs) Truck Gust (lbs) Base 375 89 160 30 0 50 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 8'-0"0'-0"37'-4"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 70 6 13 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S2 - Type IIIA-115-30-3508-J186466 Renton Elementary School # 16 Structure Page 7 of 12 Page 20 of 46 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S2 - Type IIIA-115-30-3508-J186466 Renton Elementary School # 16 Structure Page 8 of 12 Page 21 of 46 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 36x36 Sign 1'-0"9'-0"9'-0"45 9 0.5 9 1 1.12 12x24 Sign 0'-6"7'-0"7'-0"10 2 0.5 2 1 1.19 Pole Loadings Forces: Load Name Weight (lbs) Ice Weight (lbs) Wind (lbs) Natural Wind Gust (lbs) Galloping (lbs) Truck Gust (lbs) 36x36 Sign 45 27 283 29 0 0 12x24 Sign 10 6 67 7 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 7°-0.236 2.505 3.52 77.03 44.62 12.43 2.51 3.52 78.03 44.62 0.00 0.00 45.24 215.74 192.16 211.18 0.47 1'-3"13.351 0.313 14°-0.457 2.450 3.52 74.65 43.63 11.84 2.45 3.55 75.59 43.63 0.00 0.01 44.73 211.37 189.99 206.43 0.46 5'-0"12.835 0.313 19°-0.600 2.290 3.45 62.47 42.52 11.33 2.29 3.50 63.49 42.52 0.04 0.19 42.96 196.58 182.48 190.43 0.43 10'-0"12.148 0.313 19°-0.600 2.032 3.03 45.88 42.20 11.28 2.03 3.09 47.25 42.20 0.15 0.73 40.60 177.68 172.46 170.10 0.38 15'-0"11.460 0.313 18°-0.573 1.840 2.96 30.74 42.45 11.39 1.84 3.02 32.79 42.45 0.36 1.57 38.24 159.71 162.44 150.91 0.33 20'-0"10.773 0.313 13°-0.427 1.659 2.90 15.04 43.49 11.89 1.66 2.93 19.17 43.49 0.69 2.63 35.88 140.62 152.42 132.87 0.29 21'-0"10.635 0.313 11°-0.365 1.625 2.88 11.69 43.82 12.07 1.62 2.91 16.80 43.82 0.77 2.86 35.41 136.95 150.42 129.40 0.28 25'-0"10.085 0.313 38°-0.077 0.781 0.39 4.96 0.98 1.51 0.78 0.39 5.18 0.98 1.11 3.81 33.52 122.74 142.41 115.98 0.05 30'-0"9.398 0.313 43°-0.080 0.624 0.31 3.26 0.91 1.40 0.62 0.32 3.55 0.91 1.55 5.04 31.17 106.08 132.39 100.23 0.04 35'-0"8.710 0.313 50°-0.079 0.478 0.24 1.98 0.80 1.23 0.48 0.25 2.33 0.80 2.03 6.31 28.81 90.63 122.37 85.64 0.03 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S2 - Type IIIA-115-30-3508-J186466 Renton Elementary School # 16 Structure Page 9 of 12 Page 22 of 46 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 36'-6"8.504 0.250 54°-0.076 0.436 0.21 1.71 0.73 1.12 0.44 0.22 2.05 0.73 2.18 6.69 13.04 58.58 80.48 55.35 0.05 37'-2"5.000 0.250 64°-0.063 0.428 0.17 1.75 0.55 0.84 0.43 0.18 1.94 0.55 2.25 6.86 13.04 19.40 46.31 18.33 0.12 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 2.32 7.03 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 36°-0.513 3.487 1.92 54.35 18.94 18.16 3.49 1.99 57.31 18.94 0.00 0.00 45.24 215.74 192.16 211.18 0.31 1'-3"13.351 0.313 37°-0.518 3.420 1.90 52.05 18.70 17.91 3.42 1.97 55.05 18.70 0.00 0.01 44.73 211.37 189.99 206.43 0.30 5'-0"12.835 0.313 39°-0.527 3.221 1.83 45.26 18.20 17.40 3.22 1.90 48.50 18.20 0.07 0.11 42.96 196.58 182.48 190.43 0.29 10'-0"12.148 0.313 43°-0.538 2.880 1.54 37.10 16.98 16.25 2.88 1.63 40.50 16.98 0.28 0.42 40.60 177.68 172.46 170.10 0.26 15'-0"11.460 0.313 47°-0.538 2.642 1.42 30.22 15.84 15.11 2.64 1.52 33.79 15.84 0.66 0.90 38.24 159.71 162.44 150.91 0.25 20'-0"10.773 0.313 54°-0.513 2.418 1.26 24.61 13.65 12.96 2.42 1.36 27.82 13.65 1.24 1.52 35.88 140.62 152.42 132.87 0.23 21'-0"10.635 0.313 57°-0.492 2.375 1.20 23.89 12.65 11.98 2.37 1.29 26.73 12.65 1.39 1.65 35.41 136.95 150.42 129.40 0.23 25'-0"10.085 0.313 43°-0.059 0.978 0.26 4.06 0.57 1.79 0.98 0.26 4.44 0.57 2.00 2.20 33.52 122.74 142.41 115.98 0.05 30'-0"9.398 0.313 46°-0.059 0.782 0.20 2.97 0.55 1.70 0.78 0.21 3.42 0.55 2.79 2.92 31.17 106.08 132.39 100.23 0.04 35'-0"8.710 0.313 49°-0.059 0.600 0.15 2.16 0.52 1.60 0.60 0.16 2.69 0.52 3.62 3.66 28.81 90.63 122.37 85.64 0.04 36'-6"8.504 0.250 53°-0.057 0.549 0.13 2.05 0.47 1.47 0.55 0.14 2.52 0.47 3.87 3.89 13.04 58.58 80.48 55.35 0.06 37'-2"5.000 0.250 63°-0.048 0.538 0.11 2.19 0.36 1.11 0.54 0.12 2.46 0.36 3.99 3.99 13.04 19.40 46.31 18.33 0.15 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 4.12 4.09 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 2.505 0.00 0.00 0.00 12.85 3.13 0.00 16.06 0.00 0.00 0.00 45.24 215.74 192.16 211.18 0.11 1'-3"13.351 0.313 0.000 2.450 0.00 0.00 0.00 12.85 3.06 0.00 16.06 0.00 0.00 0.00 44.73 211.37 189.99 206.43 0.11 5'-0"12.835 0.313 0.000 2.290 0.00 0.00 0.00 12.85 2.86 0.00 16.06 0.00 0.04 0.00 42.96 196.58 182.48 190.43 0.12 10'-0"12.148 0.313 0.000 2.032 0.00 0.00 0.00 12.80 2.54 0.00 15.99 0.00 0.15 0.00 40.60 177.68 172.46 170.10 0.12 15'-0"11.460 0.313 0.000 1.840 0.00 0.00 0.00 12.80 2.30 0.00 15.99 0.00 0.36 0.00 38.24 159.71 162.44 150.91 0.13 20'-0"10.773 0.313 0.000 1.659 0.00 0.00 0.00 12.80 2.07 0.00 15.99 0.00 0.69 0.00 35.88 140.62 152.42 132.87 0.14 21'-0"10.635 0.313 0.000 1.625 0.00 0.00 0.00 12.80 2.03 0.00 15.99 0.00 0.77 0.00 35.41 136.95 150.42 129.40 0.15 25'-0"10.085 0.313 0.000 0.781 0.00 0.00 0.00 1.92 0.98 0.00 2.40 0.00 1.11 0.00 33.52 122.74 142.41 115.98 0.03 30'-0"9.398 0.313 0.000 0.624 0.00 0.00 0.00 1.92 0.78 0.00 2.40 0.00 1.55 0.00 31.17 106.08 132.39 100.23 0.04 35'-0"8.710 0.313 0.000 0.478 0.00 0.00 0.00 1.92 0.60 0.00 2.40 0.00 2.03 0.00 28.81 90.63 122.37 85.64 0.04 36'-6"8.504 0.250 0.000 0.436 0.00 0.00 0.00 1.92 0.55 0.00 2.40 0.00 2.18 0.00 13.04 58.58 80.48 55.35 0.06 37'-2"5.000 0.250 0.000 0.428 0.00 0.00 0.00 1.92 0.53 0.00 2.40 0.00 2.25 0.00 13.04 19.40 46.31 18.33 0.14 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 2.32 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S2 - Type IIIA-115-30-3508-J186466 Renton Elementary School # 16 Structure Page 10 of 12 Page 23 of 46 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°0.43 9.12 4.65 9.12 2,564 4,500 0.57 0'-11"HandHole Toe 13.397 0.313 0°0.43 8.73 4.65 8.73 2,492 7,000 0.36 1'-3"HandHole Root 13.351 0.313 0°0.43 8.58 4.65 8.58 9,870 16,000 0.62 5'-0"12.835 0.313 0°0.41 7.01 4.65 7.01 2,187 10,000 0.22 10'-0"12.148 0.313 0°0.36 5.04 4.62 5.04 1,760 10,000 0.18 15'-0"11.460 0.313 0°0.34 3.28 4.62 3.28 1,290 10,000 0.13 20'-0"10.773 0.313 0°0.33 1.59 4.62 1.59 0,711 10,000 0.07 21'-0"Arm Conn 10.635 0.313 0°0.33 1.26 4.62 1.26 0,579 10,000 0.06 25'-0"10.085 0.313 0°0.07 0.62 0.17 0.62 0,317 10,000 0.03 30'-0"9.398 0.313 0°0.05 0.32 0.17 0.32 0,191 10,000 0.02 35'-0"8.710 0.313 0°0.04 0.09 0.17 0.09 0,061 10,000 0.01 36'-6"Tube 2 Base 8.504 0.250 0°0.04 0.03 0.17 0.03 0,076 7,000 0.01 37'-2"Arm Conn 5.000 0.250 0°0.04 0.00 0.17 0.00 0,009 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 0.37 7.12 7.12 2,001 4,500 0.44 0'-11"HandHole Toe 13.397 0.313 0.37 7.12 7.12 2,033 7,000 0.29 1'-3"HandHole Root 13.351 0.313 0.37 7.12 7.12 8,186 16,000 0.51 5'-0"12.835 0.313 0.37 7.12 7.12 2,219 10,000 0.22 10'-0"12.148 0.313 0.37 7.12 7.12 2,485 10,000 0.25 15'-0"11.460 0.313 0.37 7.12 7.12 2,801 10,000 0.28 20'-0"10.773 0.313 0.37 7.12 7.12 3,181 10,000 0.32 21'-0"Arm Conn 10.635 0.313 0.37 7.12 7.12 3,266 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 0.11 2.51 2.51 0,707 4,500 0.16 0'-11"HandHole Toe 13.397 0.313 0.11 2.51 2.51 0,718 7,000 0.10 1'-3"HandHole Root 13.351 0.313 0.11 2.51 2.51 2,890 16,000 0.18 5'-0"12.835 0.313 0.11 2.51 2.51 0,784 10,000 0.08 10'-0"12.148 0.313 0.11 2.51 2.51 0,877 10,000 0.09 15'-0"11.460 0.313 0.11 2.51 2.51 0,989 10,000 0.10 20'-0"10.773 0.313 0.11 2.51 2.51 1,123 10,000 0.11 21'-0"Arm Conn 10.635 0.313 0.11 2.51 2.51 1,153 10,000 0.12 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S2 - Type IIIA-115-30-3508-J186466 Renton Elementary School # 16 Structure Page 11 of 12 Page 24 of 46 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S2 - Type IIIA-115-30-3508-J186466 Renton Elementary School # 16 Structure Page 12 of 12 Page 25 of 46 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 14°42.85 0.26 19°0.38 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 24°34.41 0.14 28°0.31 0.53 Fatigue Analysis: Item N.W. Gust Critical Angle N.W. Gust Stress (ksi) Galloping Stress (ksi) Truck Induced Stress (ksi) CAFL (ksi) Bolts 14°3.13 2.39 0.84 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S3 - Type IIIA-115-40-3508-J186466 Renton Elementary School # 16 Structure Page 1 of 12 Page 26 of 46 Analysis For Traffic Structures S3 - Type IIIA-115-40-3508-J186466 City of Renton FOR Project Name:Renton Elementary School # 16 Project Number:22-024-01 Customer:Graybar Customer P.O.:4703489987 Ameron S.O.:186466 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S3 - Type IIIA-115-40-3508-J186466 Renton Elementary School # 16 Structure Page 2 of 12 Page 27 of 46 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°21'-0"3'-6"10 3/4"5 1/4"0.239 0.239 0.79 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"0.239 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 796 251 456 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 4 Section 39'-6"0'-0"24'-5"23'-10"90 11.6 6.4 25.2 1.5 1.2 2x2.5 Sign 36'-6"0'-0"24'-2"23'-7"25 5 0.5 5 1 1.19 3 Section 28'-6"0'-0"23'-6"23'-1"60 9.2 4.8 20.4 1.5 1.2 EVP 25'-6"0'-0"23'-3"22'-11"20 1 0.5 4 1 1 3 Section 17'-6"0'-0"22'-6"22'-4"60 9.2 4.8 20.4 1.5 1.2 18x84 Sign 7'-0"0'-0"21'-7"21'-7"52 10.5 0.5 10.5 1 1.2 S3-40 Increase 40'-0"0'-0"24'-6"23'-10"10 11.04 0.2 24.08 1 1 VDC 33'-6"0'-0"23'-11"23'-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) 4 Section 90 76 428 40 73 17 2x2.5 Sign 25 15 182 17 32 11 3 Section 60 61 336 32 58 17 EVP 20 12 30 3 6 0 3 Section 60 61 333 32 58 0 18x84 Sign 52 32 377 36 66 0 S3-40 Increase 10 72 339 32 70 0 VDC 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S3 - Type IIIA-115-40-3508-J186466 Renton Elementary School # 16 Structure Page 3 of 12 Page 28 of 46 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 1.133 2.51 5.75 65.85 23.17 0.10 2.75 70.04 -0.01 0.00 0.00 13.28 104.03 117.19 102.64 0.68 5'-0"10.085 0.239 0.000 1.003 2.45 4.67 53.49 17.85 0.09 2.64 56.59 -0.01 0.16 0.45 12.44 92.47 109.78 90.07 0.62 10'-0"9.398 0.239 0.000 0.829 2.01 3.72 42.57 13.31 0.07 2.17 44.76 -0.01 0.61 1.80 11.58 81.21 102.11 77.94 0.56 15'-0"8.710 0.239 0.000 0.717 1.95 2.85 32.70 9.47 0.06 2.08 34.16 -0.01 1.34 4.02 10.71 70.56 94.45 66.67 0.49 20'-0"8.023 0.239 0.000 0.553 1.57 2.09 23.92 6.31 0.05 1.66 24.82 -0.01 2.31 7.08 9.84 59.57 86.78 56.29 0.42 25'-0"7.335 0.239 0.000 0.458 1.51 1.41 16.24 3.79 0.04 1.58 16.74 -0.01 3.49 10.95 8.97 49.52 79.12 46.79 0.34 30'-0"6.648 0.239 0.000 0.291 1.09 0.82 9.43 1.90 0.03 1.13 9.66 -0.01 4.84 15.52 8.10 40.39 71.45 38.16 0.24 35'-0"5.960 0.239 0.000 0.194 1.01 0.36 4.17 0.68 0.02 1.03 4.24 -0.01 6.30 20.66 7.23 32.19 63.79 30.41 0.13 40'-0"5.273 0.239 0.000 0.010 0.34 0.00 0.05 0.00 0.00 0.34 0.05 0.00 7.82 26.13 6.36 24.92 56.12 23.54 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 1.726 1.36 3.01 34.40 37.78 0.15 2.19 51.18 0.00 0.00 0.00 13.28 104.03 117.19 102.64 0.50 5'-0"10.085 0.239 0.000 1.555 1.31 2.42 27.75 29.61 0.14 2.03 40.65 0.00 0.26 0.24 12.44 92.47 109.78 90.07 0.45 10'-0"9.398 0.239 0.000 1.311 1.07 1.91 21.92 22.52 0.11 1.69 31.48 0.00 1.01 0.93 11.58 81.21 102.11 77.94 0.40 15'-0"8.710 0.239 0.000 1.163 1.02 1.46 16.71 16.36 0.10 1.55 23.43 0.00 2.22 2.08 10.71 70.56 94.45 66.67 0.34 20'-0"8.023 0.239 0.000 0.905 0.81 1.06 12.13 11.21 0.08 1.21 16.55 0.00 3.85 3.67 9.84 59.57 86.78 56.29 0.28 25'-0"7.335 0.239 0.000 0.780 0.77 0.71 8.18 7.02 0.07 1.10 10.80 0.00 5.87 5.65 8.97 49.52 79.12 46.79 0.22 30'-0"6.648 0.239 0.000 0.513 0.55 0.41 4.73 3.73 0.04 0.75 6.04 0.00 8.18 8.00 8.10 40.39 71.45 38.16 0.15 35'-0"5.960 0.239 0.000 0.379 0.50 0.18 2.08 1.48 0.03 0.63 2.56 0.00 10.72 10.63 7.23 32.19 63.79 30.41 0.08 40'-0"5.273 0.239 0.000 0.082 0.17 0.00 0.03 0.01 0.01 0.19 0.03 0.00 13.39 13.42 6.36 24.92 56.12 23.54 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 1.133 0.00 0.00 0.00 23.17 0.12 1.41 28.96 0.00 0.00 0.00 13.28 104.03 117.19 102.64 0.29 5'-0"10.085 0.239 0.000 1.003 0.00 0.00 0.00 17.85 0.11 1.25 22.31 0.00 0.16 0.00 12.44 92.47 109.78 90.07 0.25 10'-0"9.398 0.239 0.000 0.829 0.00 0.00 0.00 13.31 0.09 1.03 16.64 0.00 0.61 0.00 11.58 81.21 102.11 77.94 0.21 15'-0"8.710 0.239 0.000 0.717 0.00 0.00 0.00 9.47 0.08 0.89 11.83 0.00 1.34 0.00 10.71 70.56 94.45 66.67 0.17 20'-0"8.023 0.239 0.000 0.553 0.00 0.00 0.00 6.31 0.06 0.69 7.88 0.00 2.31 0.00 9.84 59.57 86.78 56.29 0.14 25'-0"7.335 0.239 0.000 0.458 0.00 0.00 0.00 3.79 0.05 0.57 4.74 0.00 3.49 0.00 8.97 49.52 79.12 46.79 0.10 30'-0"6.648 0.239 0.000 0.291 0.00 0.00 0.00 1.90 0.03 0.36 2.38 0.00 4.84 0.00 8.10 40.39 71.45 38.16 0.06 35'-0"5.960 0.239 0.000 0.194 0.00 0.00 0.00 0.68 0.02 0.24 0.85 0.00 6.30 0.00 7.23 32.19 63.79 30.41 0.03 40'-0"5.273 0.239 0.000 0.010 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 7.82 0.00 6.36 24.92 56.12 23.54 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S3 - Type IIIA-115-40-3508-J186466 Renton Elementary School # 16 Structure Page 4 of 12 Page 29 of 46 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 0.28 0.60 6.81 6.84 3,957 7,000 0.57 0.00 5'-0"10.085 0.239 0.26 0.48 5.47 5.49 3,617 10,000 0.36 0.05 10'-0"9.398 0.239 0.21 0.37 4.29 4.31 3,282 10,000 0.33 0.18 15'-0"8.710 0.239 0.20 0.28 3.25 3.26 2,906 10,000 0.29 0.41 20'-0"8.023 0.239 0.16 0.20 2.34 2.35 2,482 10,000 0.25 0.72 25'-0"7.335 0.239 0.15 0.14 1.57 1.58 2,000 10,000 0.20 1.11 30'-0"6.648 0.239 0.11 0.08 0.90 0.90 1,405 10,000 0.14 1.57 35'-0"5.960 0.239 0.10 0.03 0.39 0.39 0,769 10,000 0.08 2.08 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 0.37 10.32 10.32 5,969 7,000 0.85 0.00 5'-0"10.085 0.239 0.37 8.48 8.48 5,591 10,000 0.56 0.07 10'-0"9.398 0.239 0.30 6.84 6.84 5,212 10,000 0.52 0.28 15'-0"8.710 0.239 0.30 5.33 5.33 4,750 10,000 0.47 0.64 20'-0"8.023 0.239 0.24 3.97 3.97 4,184 10,000 0.42 1.13 25'-0"7.335 0.239 0.24 2.75 2.75 3,487 10,000 0.35 1.75 30'-0"6.648 0.239 0.18 1.64 1.64 2,547 10,000 0.25 2.50 35'-0"5.960 0.239 0.17 0.75 0.75 1,458 10,000 0.15 3.34 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 0.12 4.00 4.00 2,315 7,000 0.33 0.00 5'-0"10.085 0.239 0.12 3.42 3.42 2,251 10,000 0.23 0.03 10'-0"9.398 0.239 0.12 2.83 2.83 2,155 10,000 0.22 0.11 15'-0"8.710 0.239 0.12 2.24 2.24 1,997 10,000 0.20 0.26 20'-0"8.023 0.239 0.12 1.66 1.66 1,746 10,000 0.17 0.46 25'-0"7.335 0.239 0.12 1.07 1.07 1,357 10,000 0.14 0.71 30'-0"6.648 0.239 0.09 0.52 0.52 0,806 10,000 0.08 1.02 35'-0"5.960 0.239 0.05 0.16 0.16 0,305 10,000 0.03 1.35 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S3 - Type IIIA-115-40-3508-J186466 Renton Elementary School # 16 Structure Page 5 of 12 Page 30 of 46 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 33.66 0.15 0.54 0.73 Stress Analysis (Dead Load + Ice + ½Wind): Force / Bolt (kips) Bolt CSR Flange CSR Thickness Ratio 27.27 0.10 0.43 0.66 Fatigue Analysis: Item N.W. Gust Stress (ksi) Galloping Stress (ksi) Truck Induced Stress (ksi) CAFL (ksi) Bolts 1.84 2.77 1.07 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S3 - Type IIIA-115-40-3508-J186466 Renton Elementary School # 16 Structure Page 6 of 12 Page 31 of 46 8' 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) 8'-0"0°37'-2"0'-2"14 7/8"13 13/16"0.312 0.312 0.37 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 8'-0"0.313 14.875 13.775 0.1375 55.00 9.55 Arm Segment Forces: Segment ID Weight (lbs) Ice Weight (lbs) Wind (lbs) Natural Wind Gust (lbs) Galloping (lbs) Truck Gust (lbs) Base 375 89 160 30 0 50 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 8'-0"0'-0"37'-4"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 70 6 13 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S3 - Type IIIA-115-40-3508-J186466 Renton Elementary School # 16 Page 32 of 46Structure Page 7 of 12 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S3 - Type IIIA-115-40-3508-J186466 Renton Elementary School # 16 Structure Page 8 of 12 Page 33 of 46 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 36x36 Sign 1'-0"9'-0"9'-0"45 9 0.5 9 1 1.12 12x24 Sign 0'-6"7'-0"7'-0"10 2 0.5 2 1 1.19 Pole Loadings Forces: Load Name Weight (lbs) Ice Weight (lbs) Wind (lbs) Natural Wind Gust (lbs) Galloping (lbs) Truck Gust (lbs) 36x36 Sign 45 27 283 29 0 0 12x24 Sign 10 6 67 7 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 20°-0.647 2.929 3.69 90.68 66.77 23.85 2.93 3.74 93.77 66.77 0.00 0.00 45.24 215.74 192.16 211.18 0.60 1'-3"13.351 0.313 20°-0.647 2.875 3.67 86.08 66.77 23.85 2.87 3.73 89.33 66.77 0.00 0.01 44.73 211.37 189.99 206.43 0.59 5'-0"12.835 0.313 19°-0.620 2.715 3.62 72.06 67.19 24.06 2.71 3.67 75.97 67.19 0.08 0.21 42.96 196.58 182.48 190.43 0.57 10'-0"12.148 0.313 18°-0.592 2.456 3.20 54.25 67.26 24.21 2.46 3.25 59.41 67.26 0.32 0.79 40.60 177.68 172.46 170.10 0.55 15'-0"11.460 0.313 15°-0.503 2.264 3.13 37.13 68.31 24.79 2.26 3.17 44.64 68.31 0.76 1.70 38.24 159.71 162.44 150.91 0.54 20'-0"10.773 0.313 8°-0.278 2.084 3.04 18.32 70.04 25.90 2.08 3.06 31.72 70.04 1.43 2.86 35.88 140.62 152.42 132.87 0.55 21'-0"10.635 0.313 6°-0.209 2.049 3.02 14.30 70.34 26.15 2.05 3.02 29.80 70.34 1.60 3.11 35.41 136.95 150.42 129.40 0.56 25'-0"10.085 0.313 38°-0.077 0.781 0.39 4.96 0.98 1.51 0.78 0.39 5.18 0.98 2.30 4.16 33.52 122.74 142.41 115.98 0.05 30'-0"9.398 0.313 43°-0.080 0.624 0.31 3.26 0.91 1.40 0.62 0.32 3.55 0.91 3.19 5.51 31.17 106.08 132.39 100.23 0.04 35'-0"8.710 0.313 50°-0.079 0.478 0.24 1.98 0.80 1.23 0.48 0.25 2.33 0.80 4.12 6.89 28.81 90.63 122.37 85.64 0.03 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S3 - Type IIIA-115-40-3508-J186466 Renton Elementary School # 16 Structure Page 9 of 12 Page 34 of 46 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 36'-6"8.504 0.250 54°-0.076 0.436 0.21 1.71 0.73 1.12 0.44 0.22 2.05 0.73 4.41 7.30 13.04 58.58 80.48 55.35 0.05 37'-2"5.000 0.250 64°-0.063 0.428 0.17 1.75 0.55 0.84 0.43 0.18 1.94 0.55 4.54 7.49 13.04 19.40 46.31 18.33 0.12 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 4.67 7.67 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°-0.574 3.982 1.96 71.49 27.33 30.24 3.98 2.04 77.63 27.33 0.00 0.00 45.24 215.74 192.16 211.18 0.41 1'-3"13.351 0.313 43°-0.574 3.915 1.94 69.06 27.33 30.24 3.91 2.02 75.39 27.33 0.01 0.01 44.73 211.37 189.99 206.43 0.40 5'-0"12.835 0.313 45°-0.576 3.716 1.86 62.41 26.43 29.20 3.72 1.95 68.90 26.43 0.12 0.12 42.96 196.58 182.48 190.43 0.40 10'-0"12.148 0.313 14°-0.270 3.376 1.85 36.94 36.05 40.94 3.38 1.87 55.14 36.05 0.51 0.46 40.60 177.68 172.46 170.10 0.44 15'-0"11.460 0.313 30°-0.499 3.137 1.73 38.27 32.17 36.05 3.14 1.80 52.58 32.17 1.21 0.99 38.24 159.71 162.44 150.91 0.46 20'-0"10.773 0.313 18°-0.338 2.913 1.73 21.88 35.33 39.99 2.91 1.76 45.58 35.33 2.29 1.67 35.88 140.62 152.42 132.87 0.48 21'-0"10.635 0.313 13°-0.252 2.870 1.72 16.57 36.20 41.15 2.87 1.74 44.36 36.20 2.56 1.81 35.41 136.95 150.42 129.40 0.49 25'-0"10.085 0.313 43°-0.059 0.978 0.26 4.06 0.57 1.79 0.98 0.26 4.44 0.57 3.67 2.42 33.52 122.74 142.41 115.98 0.05 30'-0"9.398 0.313 46°-0.059 0.782 0.20 2.97 0.55 1.70 0.78 0.21 3.42 0.55 5.09 3.22 31.17 106.08 132.39 100.23 0.04 35'-0"8.710 0.313 49°-0.059 0.600 0.15 2.16 0.52 1.60 0.60 0.16 2.69 0.52 6.55 4.03 28.81 90.63 122.37 85.64 0.04 36'-6"8.504 0.250 53°-0.057 0.549 0.13 2.05 0.47 1.47 0.55 0.14 2.52 0.47 7.00 4.28 13.04 58.58 80.48 55.35 0.06 37'-2"5.000 0.250 63°-0.048 0.538 0.11 2.19 0.36 1.11 0.54 0.12 2.46 0.36 7.21 4.39 13.04 19.40 46.31 18.33 0.15 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 7.41 4.50 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 2.929 0.00 0.00 0.00 26.77 3.66 0.00 33.46 0.00 0.00 0.00 45.24 215.74 192.16 211.18 0.20 1'-3"13.351 0.313 0.000 2.875 0.00 0.00 0.00 26.77 3.59 0.00 33.46 0.00 0.00 0.00 44.73 211.37 189.99 206.43 0.20 5'-0"12.835 0.313 0.000 2.715 0.00 0.00 0.00 26.77 3.39 0.00 33.46 0.00 0.08 0.00 42.96 196.58 182.48 190.43 0.21 10'-0"12.148 0.313 0.000 2.456 0.00 0.00 0.00 26.72 3.07 0.00 33.40 0.00 0.32 0.00 40.60 177.68 172.46 170.10 0.23 15'-0"11.460 0.313 0.000 2.264 0.00 0.00 0.00 26.72 2.83 0.00 33.40 0.00 0.76 0.00 38.24 159.71 162.44 150.91 0.25 20'-0"10.773 0.313 0.000 2.084 0.00 0.00 0.00 26.72 2.60 0.00 33.40 0.00 1.43 0.00 35.88 140.62 152.42 132.87 0.28 21'-0"10.635 0.313 0.000 2.049 0.00 0.00 0.00 26.72 2.56 0.00 33.40 0.00 1.60 0.00 35.41 136.95 150.42 129.40 0.28 25'-0"10.085 0.313 0.000 0.781 0.00 0.00 0.00 1.92 0.98 0.00 2.40 0.00 2.30 0.00 33.52 122.74 142.41 115.98 0.03 30'-0"9.398 0.313 0.000 0.624 0.00 0.00 0.00 1.92 0.78 0.00 2.40 0.00 3.19 0.00 31.17 106.08 132.39 100.23 0.04 35'-0"8.710 0.313 0.000 0.478 0.00 0.00 0.00 1.92 0.60 0.00 2.40 0.00 4.12 0.00 28.81 90.63 122.37 85.64 0.04 36'-6"8.504 0.250 0.000 0.436 0.00 0.00 0.00 1.92 0.55 0.00 2.40 0.00 4.41 0.00 13.04 58.58 80.48 55.35 0.06 37'-2"5.000 0.250 0.000 0.428 0.00 0.00 0.00 1.92 0.53 0.00 2.40 0.00 4.54 0.00 13.04 19.40 46.31 18.33 0.14 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 4.67 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S3 - Type IIIA-115-40-3508-J186466 Renton Elementary School # 16 Structure Page 10 of 12 Page 35 of 46 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°0.46 9.92 7.42 9.92 2,788 4,500 0.62 0'-11"HandHole Toe 13.397 0.313 0°0.45 9.50 7.42 9.50 2,713 7,000 0.39 1'-3"HandHole Root 13.351 0.313 0°0.45 9.35 7.42 9.35 10,748 16,000 0.67 5'-0"12.835 0.313 0°0.44 7.68 7.42 7.68 2,394 10,000 0.24 10'-0"12.148 0.313 0°0.39 5.57 7.39 5.57 1,945 10,000 0.19 15'-0"11.460 0.313 0°0.37 3.68 7.39 3.68 1,447 10,000 0.14 20'-0"10.773 0.313 0°0.36 1.86 7.39 1.86 0,829 10,000 0.08 21'-0"Arm Conn 10.635 0.313 0°0.35 1.50 7.39 1.50 0,688 10,000 0.07 25'-0"10.085 0.313 0°0.07 0.62 0.17 0.62 0,317 10,000 0.03 30'-0"9.398 0.313 0°0.05 0.32 0.17 0.32 0,191 10,000 0.02 35'-0"8.710 0.313 0°0.04 0.09 0.17 0.09 0,061 10,000 0.01 36'-6"Tube 2 Base 8.504 0.250 0°0.04 0.03 0.17 0.03 0,076 7,000 0.01 37'-2"Arm Conn 5.000 0.250 0°0.04 0.00 0.17 0.00 0,009 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 0.37 10.85 10.85 3,051 4,500 0.68 0'-11"HandHole Toe 13.397 0.313 0.37 10.85 10.85 3,099 7,000 0.44 1'-3"HandHole Root 13.351 0.313 0.37 10.85 10.85 12,477 16,000 0.78 5'-0"12.835 0.313 0.37 10.85 10.85 3,383 10,000 0.34 10'-0"12.148 0.313 0.37 10.85 10.85 3,788 10,000 0.38 15'-0"11.460 0.313 0.37 10.85 10.85 4,269 10,000 0.43 20'-0"10.773 0.313 0.37 10.85 10.85 4,849 10,000 0.48 21'-0"Arm Conn 10.635 0.313 0.37 10.85 10.85 4,979 10,000 0.50 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 4.17 4.17 1,173 4,500 0.26 0'-11"HandHole Toe 13.397 0.313 0.12 4.17 4.17 1,191 7,000 0.17 1'-3"HandHole Root 13.351 0.313 0.12 4.17 4.17 4,797 16,000 0.30 5'-0"12.835 0.313 0.12 4.17 4.17 1,301 10,000 0.13 10'-0"12.148 0.313 0.12 4.17 4.17 1,456 10,000 0.15 15'-0"11.460 0.313 0.12 4.17 4.17 1,641 10,000 0.16 20'-0"10.773 0.313 0.12 4.17 4.17 1,864 10,000 0.19 21'-0"Arm Conn 10.635 0.313 0.12 4.17 4.17 1,914 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S3 - Type IIIA-115-40-3508-J186466 Renton Elementary School # 16 Structure Page 11 of 12 Page 36 of 46 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S3 - Type IIIA-115-40-3508-J186466 Renton Elementary School # 16 Structure Page 12 of 12 Page 37 of 46 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°53.53 0.46 24°0.48 0.67 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 27°48.51 0.28 32°0.44 0.61 Fatigue Analysis: Item N.W. Gust Critical Angle N.W. Gust Stress (ksi) Galloping Stress (ksi) Truck Induced Stress (ksi) CAFL (ksi) Bolts 15°3.42 3.64 1.40 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S4 - Type IIA-115-25-WA15TR3724 Renton Elementary School # 16 Structure Page 1 of 9 Page 38 of 46 Analysis For Traffic Structures S4 - Type IIA-115-25-WA15TR3724 City of Renton FOR Project Name:Renton Elementary School # 16 Project Number:22-024-01 Customer:Graybar Customer P.O.:4703489987 Ameron S.O.:186466 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S4 - Type IIA-115-25-WA15TR3724 Renton Elementary School # 16 Structure Page 2 of 9 Page 39 of 46 25' 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) 25'-0"0°21'-0"2'-2"9 3/8"5 15/16"0.179 0.179 0.36 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 25'-0"0.179 9.375 5.938 0.1375 55.00 15.95 Arm Segment Forces: Segment ID Weight (lbs) Ice Weight (lbs) Wind (lbs) Natural Wind Gust (lbs) Galloping (lbs) Truck Gust (lbs) Base 359 150 269 50 0 70 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 18'-0"0'-0"22'-7"22'-6"60 9.2 4.8 20.4 1.5 1.2 2x2.5 Sign 21'-0"0'-0"22'-10"22'-9"25 5 0.5 5 1 1.19 3 Section 10'-0"0'-0"21'-10"21'-10"60 9.2 4.8 20.4 1.5 1.2 EVP 13'-0"0'-0"22'-2"22'-1"20 1 0.5 4 1 1 18x108 Sign 5'-0"0'-0"21'-5"21'-5"68 13.5 0.5 13.5 1 1.23 S4-25 Increase 25'-0"0'-0"23'-2"23'-1"10 18.88 0.2 39.75 1 1 VDC 16'-0"0'-0"22'-5"22'-4"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 61 333 32 58 17 2x2.5 Sign 25 15 180 17 32 0 3 Section 60 61 331 32 58 17 EVP 20 12 30 3 6 9 18x108 Sign 68 40 496 47 85 0 S4-25 Increase 10 119 573 54 119 0 VDC 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S4 - Type IIA-115-25-WA15TR3724 Renton Elementary School # 16 Structure Page 3 of 9 Page 40 of 46 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"9.375 0.179 0.000 0.622 2.24 2.98 34.14 7.51 0.05 2.33 35.08 -0.01 0.00 0.00 20.71 58.07 76.88 58.91 0.61 5'-0"8.710 0.179 0.000 0.537 2.19 2.02 23.10 4.62 0.05 2.25 23.65 -0.01 0.10 0.45 19.22 50.64 71.33 50.71 0.47 10'-0"8.023 0.179 0.000 0.391 1.64 1.29 14.80 2.48 0.03 1.68 15.06 -0.01 0.35 1.69 17.67 43.48 65.58 42.86 0.35 15'-0"7.335 0.179 0.000 0.239 1.23 0.74 8.46 1.05 0.02 1.25 8.55 0.00 0.71 3.58 16.12 36.86 59.83 35.68 0.23 20'-0"6.648 0.179 0.000 0.094 0.81 0.28 3.24 0.22 0.01 0.81 3.26 0.00 1.13 5.94 14.57 30.78 54.08 29.15 0.11 25'-0"5.960 0.179 0.000 0.010 0.57 0.00 0.05 0.00 0.00 0.57 0.05 0.00 1.57 8.56 13.02 24.64 48.33 23.29 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"9.375 0.179 0.000 1.093 1.19 1.55 17.70 14.80 0.10 1.61 23.12 0.00 0.00 0.00 20.71 58.07 76.88 58.91 0.40 5'-0"8.710 0.179 0.000 0.973 1.14 1.04 11.90 9.66 0.08 1.50 15.36 0.00 0.19 0.23 19.22 50.64 71.33 50.71 0.31 10'-0"8.023 0.179 0.000 0.754 0.85 0.66 7.56 5.63 0.07 1.13 9.45 0.00 0.71 0.87 17.67 43.48 65.58 42.86 0.22 15'-0"7.335 0.179 0.000 0.499 0.63 0.37 4.29 2.79 0.04 0.80 5.13 0.00 1.48 1.84 16.12 36.86 59.83 35.68 0.14 20'-0"6.648 0.179 0.000 0.253 0.41 0.14 1.63 0.90 0.02 0.48 1.87 0.00 2.41 3.06 14.57 30.78 54.08 29.15 0.06 25'-0"5.960 0.179 0.000 0.129 0.29 0.00 0.03 0.01 0.01 0.31 0.03 0.00 3.40 4.39 13.02 24.64 48.33 23.29 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"9.375 0.179 0.000 0.622 0.00 0.00 0.00 7.51 0.07 0.77 9.38 0.00 0.00 0.00 20.71 58.07 76.88 58.91 0.16 5'-0"8.710 0.179 0.000 0.537 0.00 0.00 0.00 4.62 0.06 0.67 5.78 0.00 0.10 0.00 19.22 50.64 71.33 50.71 0.12 10'-0"8.023 0.179 0.000 0.391 0.00 0.00 0.00 2.48 0.04 0.49 3.10 0.00 0.35 0.00 17.67 43.48 65.58 42.86 0.07 15'-0"7.335 0.179 0.000 0.239 0.00 0.00 0.00 1.05 0.03 0.30 1.32 0.00 0.71 0.00 16.12 36.86 59.83 35.68 0.04 20'-0"6.648 0.179 0.000 0.094 0.00 0.00 0.00 0.22 0.01 0.12 0.28 0.00 1.13 0.00 14.57 30.78 54.08 29.15 0.01 25'-0"5.960 0.179 0.000 0.010 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 1.57 0.00 13.02 24.64 48.33 23.29 0.00 x y z x y z ux u u ux r r r r 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 9.375 0.179 0.24 0.30 3.49 3.50 3,532 7,000 0.50 0.00 5'-0"8.710 0.179 0.23 0.20 2.34 2.35 2,747 10,000 0.27 0.05 10'-0"8.023 0.179 0.17 0.13 1.48 1.48 2,052 10,000 0.21 0.17 15'-0"7.335 0.179 0.12 0.07 0.83 0.83 1,385 10,000 0.14 0.36 20'-0"6.648 0.179 0.08 0.03 0.31 0.31 0,639 10,000 0.06 0.60 z x y 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S4 - Type IIA-115-25-WA15TR3724 Renton Elementary School # 16 Structure Page 4 of 9 Page 41 of 46 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 9.375 0.179 0.36 5.87 5.87 5,911 7,000 0.84 0.00 5'-0"8.710 0.179 0.36 4.05 4.05 4,745 10,000 0.47 0.08 10'-0"8.023 0.179 0.28 2.66 2.66 3,686 10,000 0.37 0.29 15'-0"7.335 0.179 0.21 1.57 1.57 2,614 10,000 0.26 0.63 20'-0"6.648 0.179 0.15 0.64 0.64 1,298 10,000 0.13 1.05 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 9.375 0.179 0.12 2.06 2.06 2,078 7,000 0.30 0.00 5'-0"8.710 0.179 0.12 1.45 1.45 1,697 10,000 0.17 0.03 10'-0"8.023 0.179 0.12 0.84 0.84 1,158 10,000 0.12 0.10 15'-0"7.335 0.179 0.08 0.34 0.34 0,562 10,000 0.06 0.22 20'-0"6.648 0.179 0.03 0.07 0.07 0,136 10,000 0.01 0.35 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S4 - Type IIA-115-25-WA15TR3724 Renton Elementary School # 16 Structure Page 5 of 9 Page 42 of 46 Flange Analysis For 25' 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 15.75 0.03 0.26 0.51 Stress Analysis (Dead Load + Ice + ½Wind): Force / Bolt (kips) Bolt CSR Flange CSR Thickness Ratio 12.28 0.02 0.20 0.45 Fatigue Analysis: Item N.W. Gust Stress (ksi) Galloping Stress (ksi) Truck Induced Stress (ksi) CAFL (ksi) Bolts 0.94 1.57 0.55 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S4 - Type IIA-115-25-WA15TR3724 Renton Elementary School # 16 Structure Page 6 of 9 Page 43 of 46 Pole Analysis Pole Properties: Pole Length Base Diameter (in) End Diameter (in) Base Thk (in) End Thk (in) Weight (kips) 23'-0"13 1/2"10 3/8"0.312 0.312 0.89 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 23'-0"0.313 13.500 10.338 0.1375 55.00 22.84 Pole Segment Forces: Segment ID Weight (lbs) Ice Weight (lbs) Wind (lbs) Natural Wind Gust (lbs) Galloping (lbs) Truck Gust (lbs) Base 894 215 326 72 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 36x36 Sign 1'-0"9'-0"9'-0"45 9 0.5 9 1 1.12 12x24 Sign 0'-6"7'-0"7'-0"10 2 0.5 2 1 1.19 Pole Loadings Forces: Load Name Weight (lbs) Ice Weight (lbs) Wind (lbs) Natural Wind Gust (lbs) Galloping (lbs) Truck Gust (lbs) 36x36 Sign 45 27 283 29 0 0 12x24 Sign 10 6 67 7 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 19°-0.562 1.571 2.93 59.78 35.66 7.24 1.57 2.99 60.22 35.66 0.00 0.00 147.06 215.74 192.16 211.18 0.28 1'-3"13.351 0.313 19°-0.562 1.516 2.91 56.12 35.66 7.24 1.52 2.97 56.59 35.66 0.00 0.01 145.40 211.37 189.99 206.43 0.27 5'-0"12.835 0.313 21°-0.610 1.356 2.84 45.35 35.21 7.07 1.36 2.91 45.90 35.21 0.02 0.15 139.65 196.58 182.48 190.43 0.24 10'-0"12.148 0.313 16°-0.483 1.097 2.45 31.45 35.93 7.43 1.10 2.50 32.31 35.93 0.10 0.55 131.98 177.68 172.46 170.10 0.23 15'-0"11.460 0.313 15°-0.456 0.905 2.38 19.27 36.10 7.50 0.91 2.43 20.67 36.10 0.24 1.17 124.32 159.71 162.44 150.91 0.19 20'-0"10.773 0.313 7°-0.221 0.725 2.32 6.38 37.10 8.04 0.72 2.33 10.27 37.10 0.45 1.92 116.65 140.62 152.42 132.87 0.15 21'-0"10.635 0.313 2°-0.064 0.690 2.28 3.32 37.35 8.31 0.69 2.28 8.95 37.35 0.50 2.09 115.12 136.95 150.42 129.40 0.15 23'-0"10.360 0.313 0°0.000 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.61 2.41 112.05 129.75 146.41 122.60 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S4 - Type IIA-115-25-WA15TR3724 Renton Elementary School # 16 Structure Page 7 of 9 Page 44 of 46 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 33°-0.446 2.290 1.57 38.30 16.43 13.23 2.29 1.63 40.52 16.43 0.00 0.00 147.06 215.74 192.16 211.18 0.20 1'-3"13.351 0.313 33°-0.446 2.223 1.55 36.35 16.43 13.23 2.22 1.62 38.68 16.43 0.00 0.01 145.40 211.37 189.99 206.43 0.19 5'-0"12.835 0.313 36°-0.464 2.024 1.48 30.88 15.86 12.72 2.02 1.55 33.40 15.86 0.05 0.08 139.65 196.58 182.48 190.43 0.18 10'-0"12.148 0.313 39°-0.478 1.683 1.21 24.23 15.08 12.10 1.68 1.30 27.08 15.08 0.20 0.30 131.98 177.68 172.46 170.10 0.16 15'-0"11.460 0.313 44°-0.488 1.445 1.09 19.02 13.96 11.14 1.45 1.19 22.04 13.96 0.47 0.64 124.32 159.71 162.44 150.91 0.14 20'-0"10.773 0.313 54°-0.464 1.221 0.90 15.29 11.41 9.02 1.22 1.01 17.75 11.41 0.88 1.05 116.65 140.62 152.42 132.87 0.13 21'-0"10.635 0.313 62°-0.405 1.178 0.76 15.44 9.11 7.16 1.18 0.86 17.02 9.11 0.98 1.13 115.12 136.95 150.42 129.40 0.13 23'-0"10.360 0.313 0°0.000 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.19 1.31 112.05 129.75 146.41 122.60 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 1.571 0.00 0.00 0.00 8.45 1.96 0.00 10.57 0.00 0.00 0.00 147.06 215.74 192.16 211.18 0.06 1'-3"13.351 0.313 0.000 1.516 0.00 0.00 0.00 8.45 1.89 0.00 10.57 0.00 0.00 0.00 145.40 211.37 189.99 206.43 0.06 5'-0"12.835 0.313 0.000 1.356 0.00 0.00 0.00 8.45 1.69 0.00 10.57 0.00 0.02 0.00 139.65 196.58 182.48 190.43 0.06 10'-0"12.148 0.313 0.000 1.097 0.00 0.00 0.00 8.40 1.37 0.00 10.50 0.00 0.10 0.00 131.98 177.68 172.46 170.10 0.06 15'-0"11.460 0.313 0.000 0.905 0.00 0.00 0.00 8.40 1.13 0.00 10.50 0.00 0.24 0.00 124.32 159.71 162.44 150.91 0.07 20'-0"10.773 0.313 0.000 0.725 0.00 0.00 0.00 8.40 0.91 0.00 10.50 0.00 0.45 0.00 116.65 140.62 152.42 132.87 0.08 21'-0"10.635 0.313 0.000 0.690 0.00 0.00 0.00 8.40 0.86 0.00 10.50 0.00 0.50 0.00 115.12 136.95 150.42 129.40 0.08 23'-0"10.360 0.313 0.000 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.61 0.00 112.05 129.75 146.41 122.60 0.00 x y z x y z ux u u ux r r r r 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°0.35 6.40 3.87 6.40 1,798 4,500 0.40 0'-11"HandHole Toe 13.397 0.313 0°0.34 6.08 3.87 6.08 1,736 7,000 0.25 1'-3"HandHole Root 13.351 0.313 0°0.34 5.97 3.87 5.97 6,860 16,000 0.43 5'-0"12.835 0.313 0°0.33 4.71 3.87 4.71 1,469 10,000 0.15 10'-0"12.148 0.313 0°0.28 3.16 3.83 3.16 1,104 10,000 0.11 15'-0"11.460 0.313 0°0.26 1.82 3.83 1.82 0,716 10,000 0.07 20'-0"10.773 0.313 0°0.25 0.55 3.83 0.55 0,248 10,000 0.02 21'-0"Arm Conn 10.635 0.313 0°0.24 0.31 3.83 0.31 0,142 10,000 0.01 z x y 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S4 - Type IIA-115-25-WA15TR3724 Renton Elementary School # 16 Structure Page 8 of 9 Page 45 of 46 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 0.36 6.39 6.39 1,797 4,500 0.40 0'-11"HandHole Toe 13.397 0.313 0.36 6.39 6.39 1,825 7,000 0.26 1'-3"HandHole Root 13.351 0.313 0.36 6.39 6.39 7,348 16,000 0.46 5'-0"12.835 0.313 0.36 6.39 6.39 1,992 10,000 0.20 10'-0"12.148 0.313 0.36 6.39 6.39 2,231 10,000 0.22 15'-0"11.460 0.313 0.36 6.39 6.39 2,514 10,000 0.25 20'-0"10.773 0.313 0.36 6.39 6.39 2,856 10,000 0.29 21'-0"Arm Conn 10.635 0.313 0.36 6.39 6.39 2,932 10,000 0.29 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 2.24 2.24 0,630 4,500 0.14 0'-11"HandHole Toe 13.397 0.313 0.12 2.24 2.24 0,640 7,000 0.09 1'-3"HandHole Root 13.351 0.313 0.12 2.24 2.24 2,575 16,000 0.16 5'-0"12.835 0.313 0.12 2.24 2.24 0,698 10,000 0.07 10'-0"12.148 0.313 0.12 2.24 2.24 0,782 10,000 0.08 15'-0"11.460 0.313 0.12 2.24 2.24 0,881 10,000 0.09 20'-0"10.773 0.313 0.12 2.24 2.24 1,001 10,000 0.10 21'-0"Arm Conn 10.635 0.313 0.12 2.24 2.24 1,028 10,000 0.10 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:186466 Purchase Order:4703489987 Revision:- Engineer:Vince Whorten 6/15/2022 Check:Gary Mackey 6/16/2022 Traffic Structures S4 - Type IIA-115-25-WA15TR3724 Renton Elementary School # 16 Structure Page 9 of 9 Page 46 of 46 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 10°31.57 0.15 15°0.28 0.52 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 21°24.44 0.07 25°0.22 0.45 Fatigue Analysis: Item N.W. Gust Critical Angle N.W. Gust Stress (ksi) Galloping Stress (ksi) Truck Induced Stress (ksi) CAFL (ksi) Bolts 12°2.19 2.14 0.75 7.00