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HomeMy WebLinkAboutLIGHT & TRAFFIC STRUCTURE PROPOSALvalmont V SCANNED BY St. Lucie County A Light & Traffic Structure Propol for LOVE'S TRAVEL STOPS DAVENPORT, IA Valmont Industries, Inc. West Highway 275 P.O. Box 358 Valley, Nebraska 68064-0358 USA (402)359-2201 MAR 0 5 2019 ST. Lucie County, Permitting Valmont Order No.: 435923-P1 Q4&'/,z V�GEIts S� No 6 t � STATE OR fit` O �ORID G\�\� Al- Jt\ Digitally signed by NIZAM A QASSEM Date: 2018-12-21 12:35-06:00 Prepared By: Nizam Qassem, PE December 21, 2018 Proprietary Information These documents, drawings and/or calculations and all information related to them are the exclusive property and the proprietary information of Valmont Industries, Inc. and are furnished solely upon the conditions that they will be retained in strictest confidence and shall not be duplicated, used or disclosed in whole or in part for any purpose, in any way, without the prior written permission of Valmont Industries, Inc. valmont V Table Of Contents FL-FL210-900A389-DI-AB-160 MPH-FBC 2017-FIX .1.1/56# Valmont Industries, Inc. West Highway 275 P.O. Box 358 Valley, Nebraska 68064-0358 USA (402)359-2201 ........... I Proprietary Information These documents, drawings and/or calculations and all information related to them are the exclusive property and the proprietary information of Valmont Industries, Inc. and are furnished solely upon the conditions that they will be retained in strictest confidence and shall not be duplicated, used or disclosed in whole or in part for any purpose, in any way, without the prior written permission of Valmont Industries, Inc. ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH FBC 2017 (ASCE/AISC) RQMTS. (FINAL DEFLECTED POSITION) BY NAQ 12/21/2018 VERSION Fuse 1.13.0.0 SUBJECT: FL-FL210-900A389-D1-AB-160 MPH-FBC 2017-FIX .1.1/56# FOLDER: FBC FILE: P389DO1FBC17V160AB ELEVATION OF FOUNDATION ABOVE SURROUNDING TERRAIN = 3.0 (FT) STEPS INCLUDED ? NO RISK CATEGORY: II EXPOSURE CATEGORY: C ULTIMATE DESIGN WIND SPEED = 160 MPH NOMINAL DESIGN WIND VELOCITY = 124 MPH CRITERIA: FBC 2017 (ASCE/AISC) ICE INCLUDED ? NO DESIGN SUMMARY POLE POLE SHAFT HEIGHT WEIGHT (FT) (LBS) 38.75 326 SECTION CHARACTERISTICS SHAPE BASE DIAMETER (IN) TOP DIAMETER (IN) THICKNESS (IN) LENGTH (FT) WEIGHT (LBS) TAPER (IN/FT) YIELD STRENGTH (KSI) MATERIAL BASE WELD TYPE GROUND LINE TOP DIAMETER DIAMETER (IN) (IN) 9.00 3.58 SECTION 1 ROUND 9.00 3.58 0.11960 38.75 326 0.1400 55 5105 - 55 SOCKET BASE PLATE ( SQUARE ) MATERIAL = S70 - 36 ksi WIDTH = 12.38 IN THICKNESS = 1.000 IN YIELD STRENGTH = 36 KSI ANCHOR BOLTS MATERIAL = 5100 - 55 ksi BOLT DIAMETER = 1.00 IN BOLT CIRCLE = 12.50 IN QUANTITY = 4 ULTIMATE STRENGTH = 75 KSI ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH FBC 2017 (ASCE/AISC) RQMTS. (FINAL DEFLECTED POSITION) BY NAQ 12/21/2018 VERSION Fuse 1.13.0.0 SUBJECT: FL-FL210-900A389-D1-AB-160 MPH-FBC 2017-FIX .1.1/56# FOLDER: FBC FILE: P389DO1FBC17V160AB ELEVATION OF FOUNDATION ABOVE SURROUNDING TERRAIN = 3.0 (FT) STEPS INCLUDED ? NO RISK CATEGORY: II EXPOSURE CATEGORY: C ULTIMATE DESIGN WIND SPEED = 160 MPH NOMINAL DESIGN WIND VELOCITY = 124 MPH CRITERIA: FBC 2017 (ASCE/AISC) ICE INCLUDED ? NO DESCRIPTION OF EPA LOADING * POSITION DISTANCE EFFECTIVE OF MOUNTING CENTROID TO CENT. PROJECTED LOAD HEIGHT** HEIGHT** FROM POLE WEIGHT AREA (FT) (FT) (FT) (LBS) SQ. (FT) POLE 38.75 38.75 1.00 56 1.10 * THE VALUES SHOWN IN THIS TABLE MUST NOT BE EXCEEDED WITHOUT CONSULTING VALMONT. ANY SIZES OR OTHER DIMENSIONS NOT PROVIDED BY THE SPECIFYING AGENCY HAVE BEEN ESTIMATED BY VALMONT. ** THESE HEIGHTS ARE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. 2 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH FBC 2017 (ASCE/AISC) RQMTS. (FINAL DEFLECTED POSITION) BY NAQ 12/21/2018 VERSION Fuse 1.13.0.0 SUBJECT: FL-FL210-90OA389-D1-AB-160 MPH-FBC 2017-FIX .1.1/56# FOLDER: FBC FILE: P389DO1FBC17V16OAB R E S U L T S MAXIMUM COMBINED STRESS RATIO IN EACH MAJOR COMPONENT ====(GROUPS I,II 6 III)==== POLE (AT 0.00 (FT)) = 0.53 BASE PLATE = 0.45 ANCHOR BOLTS = 0.53 S U M M A R Y MAXIMUM REACTIONS APPLIED TO FOUNDATION BENDING MOMENT = 12100 FT-LBS TORSION = 52 FT-LBS SHEAR FORCE = 607 LBS AXIAL FORCE = 411 LBS MAXIMUM BENDING + AXIAL DEAD WT. STRESS POLE -----------------------0. 66 KSI----- RESULTANT DEFLECTION OF POLE TOP CAUSED BY DEAD WEIGHT 0.11 DEGREES 3 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH FBC 2017 (ASCE/AISC) RQMTS. (FINAL DEFLECTED POSITION) BY NAQ 12/21/2018 VERSION Fuse 1.13.0.0 SUBJECT: FL-FL210-90OA389-D1-AB-160 MPH-FBC 2017-FIX .1.1/56# FOLDER: FBC FILE: P389DO1FBC17V16OAB POLE PROPERTIES WALL ROUNDNESS MOMENTS OF PLASTIC HEIGHT DIAMETER THK. RATIO D/T INERTIA SECT. MOD. AREA (FT) (IN) (IN) % (IN^4) (IN^3) (IN^2) 3E.75 3.575 0.1196 100.00 29.89 1.94 1.43 1.30 36.25 3.925 0.1196 100.00 32.82 2.59 1.73 1.43 33.75 4.275 0.1196 100.00 35.74 3.37 2.06 1.56 31.25 4.625 0.1196 100.00 38.61 4.29 2.43 1.69 28.75 4.975 0.1196 100.00 41.60 5.37 2.82 1.82 26.25 5.325 0.1196 100.00 44.52 6.62 3.24 1.96 23.75 5.675 0.1196 100.00 47.45 8.04 3.69 2.09 21.25 6.025 0.1196 100.00 50.38 9.66 4.17 2.22 18.75 6.375 0.1196 100.00 53.30 11.48 4.68 2.35 16.25 6.725 0.1196 100.00 56.23 13.52 5.21 2.48 13.75 7.075 0.1196 100.00 59.16 15.78 5.78 2.61 11.25 7.425 0.1196 100.00 62.08 18.29 6.38 2.74 8.75 7.775 0.1196 100.00 65.01 21.04 7.00 2.88 6.25 8.125 0.1196 100.00 67.93 24.06 7.66 3.01 3.75 8.475 0.1196 100.00 70.86 27.36 8.34 3.14 0.00 9.000 0.1196 100.00 75.25 32.85 9.42 3.34 4 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH FBC 2017 (ASCE/AISC) RQMTS. (FINAL DEFLECTED POSITION) BY NAQ 12/21/2018 VERSION Fuse 1.13.0.0 SUBJECT: FL-FL210-90OA389-D1-AB-160 MPH-FBC 2017-FIX .1.1/56# FOLDER: FBC FILE: P389DO1FBC17V16OAB WIND and WEIGHT FORCE DATA - GROUP LOAD 2 ELEVATION VELOCITY TOP OF CENTROID WEIGHT PROJECTED DRAG RESPONSE WIND SEGMENT ABOVE BASE FORCE AREA COEFF PRESSURE FORCE (FT) (FT) (LBS) (FT^2) (PSF) (LBS) ATTCHMT. 1 38.75 56.00 1.10 1.00 47.20 51.9 38.75 37.48 11.60 0.78 0.76 46.90 27.8 36.25 34.98 12.72 0.85 0.67 46.28 26.7 33.75 32.48 13.84 0.93 0.67 45.62 28.1 31.25 29.98 14.96 1.00 0.67 44.92 29.9 28.75 27.49 16.07 1.07 0.67 44.18 31.5 26.25 24.99 17.19 1.15 0.67 43.40 33.1 23.75 22.49 18.31 1.22 0.67 42.55 34.5 21.25 19.99 19.43 1.29 0.67 41.64 35.8 18.75 17.49 20.55 1.36 0.67 40.64 36.9 16.25 14.99 21.67 1.44 0.67 39.54 37.8 13.75 12.49 22.78 1.51 0.67 38.32 38.5 11.25 9.99 23.90 1.58 0.67 38.05 40.1 8.75 7.49 25.02 1.66 0.67 38.05 41.9 6.25 4.99 26.14 1.73 0.67 38.05 43.8 3.75 1.86 41.31 2.73 0.67 38.05 69.1 * VELOCITY RESPONSE PRESSURE = 0.6 * 0.00256 * Kz * Kzt * V^2 * G WHERE 0.6 = LOAD FACTOR, G(GUST FACTOR) = 1.14 ** DRAG COEFF INCLUDES Kd FACTOR 5 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH FBC 2017 (ASCE/AISC) RQMTS. (FINAL DEFLECTED POSITION) BY NAQ 12/21/2018 VERSION Fuse 1.13.0.0 SUBJECT: FL-FL210-900A389-D1-AB-160 MPH-FBC 2017-FIX .1.1/56# FOLDER: FBC FILE: P389DOlFBC17VI60AB ANALYSIS OF POLE: FORCES AND MOMENTS - GROUP LOAD 2 SECTION GROUP FORCES (LBS) MOMENTS (FT-LBS) HEIGHT* LOAD _____________________ -------------- _--- ________ (FT) NO. AXIAL SHEAR PRIMARY SECONDARY TOTAL 38.75 2 50 58 56 0 56 • 36.25 2 63 86 221 15 236 33.75 2 76 114 453 33 486 31.25 2 92 143 754 54 808 28.75 2 108 174 1128 77 1204 26.25 2 127 206 1578 101 1679 23.75 2 146 239 2109 128 2237 21.25 2 168 274 2725 155 2880 18.75 2 191 309 3428 182 3611 16.25 2 215 346 4222 210 4432 13.75 2 241 383 5110 235 5345 11.25 2 269 420 6093 259 6351 8.75 2 298 458 7174 279 7453 6.25 2 329 498 8357 294 8652 3.75 2 363 538 9648 304 9952 0.00 2 407 608 11795 305 12100 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH FBC 2017 (ASCE/AISC) RQMTS. (FINAL DEFLECTED POSITION) BY NAO 12/21/2018 VERSION Fuse 1.13.0.0 SUBJECT: FL-FL210-900A389-D1-AB-160 MPH-FBC 2017-FIX .1.1/56# FOLDER: FBC FILE: P389DOlFBC17VI60AB ANALYSIS OF POLE: STRESSES - GROUP LOAD 2 SECTION GROUP COMB. APPLIED STRESS (KSI) ALLOW STRGTH (LBS/FT-LBS) HEIGHT* LOAD STR. ---------------------__ ________---------------- (FT) NO. RATIO AXIAL BEND. SHEAR AXIAL BEND. SHEAR . 38.75 2 0.02 0.04 0.62 0.37 42745 3915.58 12824 36.25 2 0.05 0.04 2.15 0.35 47075 4749.00 14123 33.75 2 0.09 0.05 3.71 0.34 51405 5662.78 15422 31.25 2 0.13 0.05 5.23 0.33 55735 6549.11 16720 28.75 2 0.16 0.06 6.70 0.33 60065 7500.83 18019 26.25 2 0.20 0.06 8.11 0.33 64395 8515.64 19318 23.75 2 0.24 0.07 9.47 0.34 68724 9593..56 20617 21.25 2 0.27 0.08 10.78 0.34 73054 10735 21916 18.75 2 0.31 0.08 12.03 0.35 77384 11939 23215 16.25 2 0.34 0.09 13.23 0.35 81714 13206 24514 13.75 2 0.37 0.09 14.38 0.36 86044 14536 25813 11.25 2 0.40 0.10 15.47 0.37 90374 15929 27112 8.75 2 0.43 0.10 16.52 0.38 94703 17386 28411 6.25 2 0.46 0.11 17.53 0.38 99033 18905 29710 3.75 2 0.49 0.12 18.50 0.39 103363 20488 31009 0.00 2 0.53 0.12 19.89 0.41 109858 22980 32957 * THESE HEIGHTS ARE ABOVE THE POLE BASE PLATE. !I ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH FBC 2017 (ASCE/AISC) RQMTS. (FINAL DEFLECTED POSITION) BY NAQ 12/21/2018 VERSION Fuse 1.13.0.0 SUBJECT: FL-FL210-900A389-D1-AB-160 MPH-FBC 2017-FIX .1.1/56# FOLDER: FBC FILE: P389DOlFBC17VI60AB BASE PLATE ( SQUARE WIDTH = 12.38 IN THICKNESS = 1.000 IN YIELD.STRENGTH = 36 KSI STATIC COMBINED STRESS RATIO = 0.45 BASE WELD TYPE = SOCKET ANALYSIS OF BASE PLATE COMBINED STRESS RATIO = 0.45 GROUP LOAD NUMBER = 2 CRITICAL WIND DIRECT.* = 50.00 DEGREES ALIGNMENT OF THE BEND LINE = 225.00 DEGREES BOLT FORCE = 11719 LBS BOLT -TO -BEND LINE MOMENT ARM = _.75 IN WIDTH OF BENDING SECTION = 8.51 IN APPLIED BENDING STRESS = 14.46 KSI ALLOWABLE BENDING STRESS = 32.34 KSI ANCHOR BOLTS QUANTITY = 4 BOLT DIAMETER = 1.00 IN BOLT CIRCLE = 12.50 IN INITIAL BOLT ANGLE = 45.00 DEGREES BOLT LENGTH = 36 IN YIELD STRENGTH = 55.00 KSI ULTIMATE STRENGTH = 75.00 KSI STATIC COMBINED STRESS RATIO = 0.53 ANALYSIS OF ANCHOR BOLTS CRITICAL MAX. APPLIED ALLOWABLE GROUP WIND COMB. AXIAL SHEAR STRESS (KSI) STRESS (KSI) LOAD DIRECT* STRESS FORCE FORCE NO. (DEG) RATIO (LBS) (LBS) AXIAL SHEAR AXIAL SHEAR 2 50 0.53 11719 126 14.92 0.16 28.12 15.00 * THESE ARE""DIRECTIONS -TOWARD- WHICH THE" WIND IS FLOWING. --- 8 • `ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH FBC 2017 (ASCE/AISC) RQMTS. (FINAL DEFLECTED POSITION) BY NAQ 12/21/2018 VERSION Fuse 1.13.0.0 SUBJECT: FL-FL210-900A389-D1-AB-160 MPH-FBC 2017-FIX .1.1/56# FOLDER: FBC FILE: P389DOlFBC17VI60AB POLE DEFLECTION INFORMATION - GROUP LOAD 2 ELEVATION ROTATION SLOPE DEFLECTION DEFLECTION • FT DEGREES IN/FT FT IN 38.75 3.80 0.80 1.52 18.19 36.25 3.74 0.79 1.35 16.21 33.75 3.64 0.76 1.19 14.28 31.25 3.49 0.73 1.03 12.42 28.75 3.30 0.69 0.89 10.64 26.25 3.09 0.65 0.75 8.97 23.75 2.85 0.60 0.62 7,41 21.25 2.60 0.54 0.50 5.98 18.75 2.32 0.49 0.39 4.69 16.25 2.04 0.43 0.30 3.55 13.75 1.74 0.37 0.21 2.56 11.25 1.44 0.30 0.14 1.72 8.75 1.13 0.24 0.09 1.05 6.25 0.81 0.17 0.04 0.54 3.75 0.49 0.10 0.02 0.20 0.00 0.00 0.00 0.00 0.00 9 valmontV Valmont Industries, Inc. West Highway 275 P.O. Box 358 Valley, Nebraska 68064-0358 USA (402)359-2201 A Light & Traffic Structure Proposal for LOVE'S TRAVEL STOPS DAVENPORT, IA Valmont Order No.: 435923-PI i * Ib 6li88� * = STATE OF O tti Digitally signed by NIZAM A QASSEM Date: 2018-12-21 12:35-06:00 Prepared By: Nizam Qassem, PE December 21, 2018 RECEIVED MAR 0 5 2019 ST. Lucie County, Permitting Proprietary Information These documents, drawings and/or calculations and all information related to them are the exclusive property and the proprietary information of Valmont Industries, Inc. and are furnished solely upon the conditions that they will be retained in strictest confidence and shall not be duplicated, used or disclosed in whole or in part for any purpose, in any way, without the prior written permission of Valmont Industries, Inc. valmont'f Table Of Contents FL-FL210-900A389-D I-AB-160 MPH-FBC 2017-FIX .1.1 /56# Valmont Industries, Inc. West Highway 275 P.O. Box 358 Valley, Nebraska 68064-0358 USA (402)359-2201 Proprietary Information These documents, drawings and/or calculations and all information related to them are the exclusive property and the proprietary information of Valmont Industries, Inc. and are furnished solely upon the conditions that they will be retained in strictest confidence and shall not be duplicated, used or disclosed in whole or in part for any purpose, in any way, without the prior written permission of Valmont Industries, Inc. ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH FBC 2017 (ASCE/AISC) RQMTS. (FINAL DEFLECTED POSITION) BY NAQ 12/21/2018 VERSION Fuse 1.13.0.0 SUBJECT: FL-EL210-900A389-D1-AB-160 MPH-FBC 2017-FIX .1.1/56# FOLDER: FBC FILE: P389DOlFBC17VI60AB ELEVATION OF FOUNDATION ABOVE SURROUNDING TERRAIN = 3.0 (FT) STEPS INCLUDED ? NO RISK CATEGORY: I.I EXPOSURE CATEGORY: C ULTIMATE DESIGN WIND SPEED = 160 MPH NOMINAL DESIGN WIND VELOCITY = 124 MPH CRITERIA: FBC 2017 (ASCE/AISC) ICE INCLUDED ? NO DESIGN SUMMARY POLE POLE SHAFT GROUND LINE TOP HEIGHT WEIGHT DIAMETER DIAMETER (FT) (LBS) (IN) (IN) 38.75 326 9.00 3.58 SECTION CHARACTERISTICS SECTION 1 SHAPE ROUND BASE DIAMETER (IN) 9.00 TOP DIAMETER (IN) 3.58 THICKNESS (IN) 0.11960 LENGTH (FT) 38.75 WEIGHT (LBS) 326 TAPER (IN/FT) 0.1400 YIELD STRENGTH (KSI) 55 MATERIAL 5105 - 55 BASE WELD TYPE = SOCKET BASE PLATE ( SQUARE ) MATERIAL = S70 - 36 ksi WIDTH = 12.38 IN THICKNESS = 1.000 IN YIELD STRENGTH = 36 KSI ANCHOR BOLTS MATERIAL = 5100 - 55 ksi BOLT DIAMETER = 1.00 IN BOLT CIRCLE = 12.50 IN QUANTITY = 4 ULTIMATE STRENGTH = 75 KSI a ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH FBC 2017 (ASCE/AISC) RQMTS. (FINAL DEFLECTED POSITION) BY NAQ 12/21/2018 VERSION Fuse 1.13.0.0 SUBJECT: FL-FL210-900A389-D1-AB-160 MPH-FBC 2017-FIX .1.1/56# FOLDER: FBC FILE: P389DOlFBC17VI60AB ELEVATION OF FOUNDATION ABOVE SURROUNDING TERRAIN = 3.0 (FT) STEPS INCLUDED ? NO RISK CATEGORY: II EXPOSURE CATEGORY: C ULTIMATE DESIGN WIND SPEED = 160 MPH NOMINAL DESIGN WIND VELOCITY = 124 MPH CRITERIA: FBC 2017 (ASCE/AISC) ICE INCLUDED ? NO DESCRIPTION OF EPA LOADING * POSITION DISTANCE EFFECTIVE OF MOUNTING CENTROID TO CENT. PROJECTED LOAD HEIGHT** HEIGHT** FROM POLE WEIGHT AREA (FT) _ (FT) (FT) (LBS) SQ. (FT) POLE 38.75 38.75 1.00 56 1.10 * THE VALUES SHOWN IN THIS TABLE MUST NOT BE EXCEEDED WITHOUT CONSULTING VALMONT. ANY SIZES OR OTHER DIMENSIONS NOT PROVIDED BY THE SPECIFYING AGENCY HAVE BEEN ESTIMATED BY VALMONT. ** THESE HEIGHTS ARE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. 2 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH FBC 2017 (ASCE/AISC) RQMTS. (FINAL DEFLECTED POSITION) BY NAQ 12/21/2018 VERSION Fuse 1.13.0.0 SUBJECT: FL-FL210-900A389-D1-AB-160 MPH-FBC 2017-FIX .1.1/56# FOLDER: FBC FILE: P389DO1FBC17V160AB R E S U L T S MAXIMUM COMBINED STRESS RATIO IN EACH MAJOR COMPONENT ====(GROUPS I,II & III)==== POLE (AT 0.00 (FT)) = 0.53 BASE PLATE = 0.45 ANCHOR BOLTS = 0.53 S U M M A R Y MAXIMUM REACTIONS APPLIED TO FOUNDATION BENDING MOMENT = 12100 FT-LBS TORSION = 52 FT-LBS SHEAR FORCE = 607 LBS AXIAL FORCE = 411 LBS MAXIMUM BENDING + AXIAL DEAD WT. STRESS --------------------- -------------------------------------- POLE = 0.66 KSI RESULTANT DEFLECTION OF POLE TOP CAUSED BY DEAD WEIGHT 0.11 DEGREES 3 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH FBC 2017 (ASCE/AISC) RQMTS. (FINAL DEFLECTED POSITION) BY NAQ 12/21/2018 VERSION Fuse 1.13.0.0 SUBJECT: FL-FL210-900A389-D1-AB-160 MPH-FBC 2017-FIX .1.1/56# FOLDER: FBC FILE: P389DO1FBC17V160AB POLE PROPERTIES WALL ROUNDNESS MOMENTS OF PLASTIC HEIGHT DIAMETER THK. RATIO D/T INERTIA SECT. MOD. AREA (FT) (IN) (IN) % (IN^4) (IN-3) (IN^2) 38.75 3.575 0.1196 100.00 29.89 1.94 1.43 1.30 36.25 3.925 0.1196 100.00 32.82 2.59 1.73 1.43 33.75 4.275 0.1196 100.00 35.74 3.37 2.06 1.56 31.25 4.625 0.1196 100.00 38.67 4.29 2.43 1.69 28.75 4.975 0.1196 100.00 41.60 5.37 2.82 1.82 26.25 5.325 0.1196 100.00 44.52 6.62 3.24 1.96 23.75 5.675 0.1196 100.00 47.45 8.04 3.69 2.09 21.25 6.025 0.1196 100.00 50.38 9.66 4.17 2.22 18.75 6.375 0.1196 100.00 53.30 11.48 4.68 2.35 16.25 6.725 0.1196 100.00 56.23 13.52 5.21 2.48 13.75 7.075 0.1196 100.00 59.16 15.78 5.78 2.61 11.25 7.425 0.1196 100.00 62.08 18.29 6.38 2.74 8.75 7.775 0.1196 100.00 65.01 21.04 7.00 2.88 6.25 8.125 0.1196 100.00 67.93 24.06 7.66 3.01 3.75 8.475 0.1196 100.00 70.86 27.36 8.34 3.14 0.00 9.000 0.1196 100.00 75.25 32.85 9.42 3.34 4 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH FBC 2017 (ASCE/AISC) RQMTS. (FINAL DEFLECTED POSITION) BY NAQ 12/21/2018 VERSION Fuse 1.13.0.0 SUBJECT: FL-FL210-900A389-D1-AB-160 MPH-FBC 2017-FIX .1.1/56# FOLDER: FBC FILE: P389DO1FBC17V160AB WIND and WEIGHT FORCE DATA - GROUP LOAD 2 ELEVATION VELOCITY TOP OF CENTROID WEIGHT PROJECTED DRAG RESPONSE WIND SEGMENT ABOVE BASE FORCE AREA COEFF PRESSURE FORCE (FT) (FT) (LBS) (FT-2) (PSF) (LBS) ATTCHMT. 1 38.75 56.00 1.10 1.00 47.20 51.9 38.75 37.48 11.60 0.78 0.76 46.90 27.8 36.25 34.98 12.72 0.85 0.67 46.28 26.7 33.75 32.48 13.84 0.93 0.67 45.62 28.1 31.25 29.98 14.96 1.00 0.67 44.92 29.9 28.75 27.49 16.07 1.07 0.67 44.18 31.5 ' 26.25 24.99 17.19 1.15 0.67 43.40 33.1 23.75 22.49 18.31 1.22 0.67 42.55 34.5 21.25 19.99 19.43 1.29 0.67 41.64 35.8 18.75 17.49 20.55 1.36 0.67 40.64 36.9 16.25 14.99 21.67 1.44 0.67 39.54 37.8 13.75 12.49 22.78 1.51 0.67 38.32 38.5 11.25 9.99 23.90 1.58 0.67 38.05 40.1 8.75 7.49 25.02 1.66 0.67 38.05 41.9 6.25 4.99 26.14 1.73 0.67 38.05 43.8 3.75 1.86 41.31 2.73 0.67 38.05 69.1 * VELOCITY RESPONSE PRESSURE = 0.6 * 0.00256 * Kz * Kzt * V^2 * G WHERE 0.6 = LOAD FACTOR, G(GUST FACTOR) = 1.14 ** DRAG COEFF INCLUDES Kd FACTOR W ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH FBC 2017 (ASCE/AISC) RQMTS. (FINAL DEFLECTED POSITION) BY NAQ 12/21/2018 VERSION Fuse 1.13.0.0 SUBJECT: FL-FL210-900A389-D1-AB-160 MPH-FBC 2017-FIX .1.1/56# FOLDER: FBC FILE: P389DOlFBC17VI60AB ANALYSIS OF POLE: FORCES AND MOMENTS - GROUP LOAD 2 ------------- SECTION GROUP FORCES (LBS) MOMENTS (FT-LBS) HEIGHT* LOAD _____________________ ========= ----------------- (FT) NO. AXIAL SHEAR PRIMARY SECONDARY TOTAL 38.75 2 50 58 56 0 56 36.25 2 63 86 221 15 236 33.75 2 76 11.4 453 33 486 31.25 2 92 143 754 54 808 28.75 2 108 174 1128 77 1204 . 26.25 2 127 206 1578 101 1679 23.75 2 146 239 2109 128 2237 21.25 2 1.68 274 2725 155 2880 ' 18.75 2 191 309 3428 182 3611 16.25 2 215 346 4222 210 4432 13.75 2 241 383 5110 235 5345 11.25 2 269 420 6093 259 6351 8.75 2 298 458 7174 279 7453 6.25 2 329 498 8357 294 8652 3.75 2 363 538 9648 304 9952 0.00 2 407 608 11795 305 12100 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH FBC 2017 (ASCE/AISC) RQMTS. (FINAL DEFLECTED POSITION) BY NAQ 12/21/2018 VERSION Fuse 1.13.0.0 SUBJECT: FL-FL210-900A389-D1-AB-160 MPH-FBC 2017-FIX .1.1/56# FOLDER: FBC FILE: P389DO1FBC17V160AB ANALYSIS OF POLE: STRESSES - GROUP LOAD 2 ------------------------------------------------------------------------- SECTION GROUP COMB. APPLIED STRESS (KSI) ALLOW STRGTH (LBS/FT-LBS) HEIGHT* LOAD STR. _______________________ ------------------------- (FT) NO. RATIO AXIAL BEND. SHEAR AXIAL BEND. SHEAR 38.75 2 0.02 0.04 0.62 0.37 42745 3915.58 12824 36.25 2 0.05 0.04 2.15 0.35 47075 4749.00 14123 33.75 2 0.09 0.05 3.71 0.34 51405 5662.78 15422 31.25 2 0.13 0.05 5.23 0.33 55735 6549.11 16720 28.75 2 0.16 0.06 6.70 0.33 60065 7500.83 18019 26.25 2 0.20 0.06 8.11 0.33 64395 8515.64 19318 23.75 2 0.24 0.07 9.47 0.34 68724 9593.56 20617 21.25 2 0.27 0.08 10.78 0.34 73054 10735 21916 18.75 2 0.31 0.08 12.03 0.35 77384 11939 23215 16.25 2 0.34 0.09 13.23 0.35 81714 13206 24514 13.75 2 0.37 0.09 14.38 0.36 86044 14536 25813 11.25 2 0.40 0.10 15.47 0.37 90374 15929 27112 8.75 2 0.43 0.10 16.52 0.38 94703 17386 28411 6.25 2 0.46 0.11 17.53 0.38 99033 18905 29710 3.75 2 0.49 0.12 18.50 0.39 103363 20488 31009 0.00 2 0.53 0.12 19.89 0.41 109858 22980 32957 * THESE HEIGHTS ARE ABOVE THE POLE BASE PLATE. VA ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH FBC 2017 (ASCE/AISC) RQMTS. (FINAL DEFLECTED POSITION) BY NAQ 12/21/2018 VERSION Fuse 1.13.0.0 SUBJECT: FL-FL210-900A389-01-AB-160 MPH-FBC 2017-FIX .1.1/56# FOLDER: FBC FILE: P389DO1FBC17V160AB BASE PLATE ( SQUARE ) =-=---=----------------------------------------------------------------------- WIDTH = 12.38 IN THICKNESS = 1.000 IN YIELD STRENGTH = 36 KSI STATIC COMBINED STRESS RATIO = 0.45 BASE WELD TYPE = SOCKET ANALYSIS OF BASE PLATE COMBINED STRESS RATIO = 0.45 GROUP LOAD NUMBER = 2 CRITICAL WIND DIRECT.* = 50.00 DEGREES ALIGNMENT OF THE BEND LINE = 225.00 DEGREES BOLT FORCE = 11719 LBS BOLT -TO -BEND LINE MOMENT ARM = 1.75 IN WIDTH OF BENDING SECTION = 8.51 IN APPLIED BENDING STRESS = 14.46 KSI ALLOWABLE BENDING STRESS = 32.34 KSI ANCHOR BOLTS QUANTITY 4__________________________________ BOLT DIAMETER = 1.00 IN BOLT CIRCLE = 12.50 IN INITIAL BOLT ANGLE = 45.00 DEGREES BOLT LENGTH = 36 IN YIELD STRENGTH = 55.00 KSI ULTIMATE STRENGTH = 75.00 KSI STATIC COMBINED STRESS RATIO = 0.53 ANALYSIS OF ANCHOR BOLTS __________________________________________________ CRITICAL MAX. APPLIED ALLOWABLE GROUP WIND COMB. AXIAL SHEAR STRESS (KSI) STRESS (KSI) LOAD DIRECT* STRESS FORCE FORCE ------------ ------------ NO. (DEG) RATIO (LBS) (LBS) AXIAL SHEAR AXIAL SHEAR 2 50 0.53 11719 126 14.92 0.16 28.12 15.00 * THESE ARE DIRECTIONS TOWARD WHICH THE WIND IS FLOWING. 8 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH FBC 2017 (ASCE/AISC) RQMTS. (FINAL DEFLECTED POSITION) BY NAQ 12/21/2018 VERSION Fuse 1.13.0.0 SUBJECT: FL-FL210-900A389-D1-AB-160 MPH-FBC 2017-FIX .1.1/56# FOLDER: FBC FILE: P389DO1FBC17V160AB POLE DEFLECTION INFORMATION - GROUP LOAD 2 ------------- __________________________________________________________________ ELEVATION ROTATION SLOPE DEFLECTION DEFLECTION FT DEGREES IN/FT FT IN 38.75 3.80 0.80 1.52 18.19 36.25 3.74 0.79 1.35 16.21 33.75 3.64 0.76 1.19 14.28 31.25 3.49 0.73 1.03 12.42 28.75 3.30 0.69 0.89 10.64 26.25 3.09 0.65 0.75 8.97 23.75 2.85 0.60 0.62 7,41 ' 21.25 2.60 0.54 0.50 5.98 18.75 2.32 0.49 0.39 4.69 16.25 2.04 0.43 0.30 3.55 ' 13.75 1.74 0.37 0.21 2.56 11.25 1.44 0.30 0.14 1.72 8.75 1.13 0.24 0.09 1.05 6.25 0.81 0.17 0.04 0.54 3.75 0.49 0.10 0.02 0.20 0.00 0.00 0.00 0.00 0.00 9 Valmont V Valmont Industries, Inc. West Highway 275 P.O. Box 358 RECEIVED alley, Nebraska 68064-0358 USA (402) 359-2201 MAR 0 5 2019 ST. Lucie County, Permitting A Light & Traffic Structure Proposal for SCANNED LOVE'S TRAVEL STOPS BY St. Lucie County DAVENPORT, fA Valmont Order No.: 435923-P1 Qqs Nz i_ t MATE OF I Q �ORIOP QNAI Digitally signed by NIZAM A QASSEM Date: 2018-12-21 12:35-06:00 Prepared By Nizam Qassem, PE December 21, 2018 Proprietary Information These documents, drawings and/or calculations and all information related to them are the exclusive property and the proprietary information of Valmont Industries, Inc. and are furnished solely upon the conditions that they will be retained in strictest confidence and shall not be duplicated, used or disclosed in whole or in part for any purpose, in any way, without the prior written permission of Valmont Industries, Inc. valmont'f Table Of Contents FL-FL210-900A389-D1-AB-160 MPH-FBC 2017-FIX .1.1/56#................ Valmont Industries, Inc. West Highway 275 P.O. Box 358 Valley, Nebraska 68064-0358 USA (402)359-2201 Proprietary Information These documents, drawings and/or calculations and all information related to them are the exclusive property and the proprietary information of Valmont Industries, Inc. and are furnished solely upon the conditions that they will be retained in strictest confidence and shall not be duplicated, used or disclosed in whole or in part for any purpose, in any way, without the prior written permission of Valmont Industries, Inc. ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH FBC 2017 (ASCE/AISC) RQMTS. (FINAL DEFLECTED POSITION) BY NAQ 12/21/2018 VERSION Fuse 1.13.0.0 SUBJECT: FL-FL210-900A389-D1-AB-160 MPH-FBC 2017-FIX .1.1/56# FOLDER: FBC FILE: P389DO1FBC17V160AB ELEVATION OF FOUNDATION ABOVE SURROUNDING TERRAIN = 3.0 (FT) STEPS INCLUDED ? NO RISK CATEGORY: II EXPOSURE CATEGORY: C ULTIMATE DESIGN WIND SPEED = 160 MPH NOMINAL DESIGN WIND VELOCITY = 124 MPH CRITERIA: FBC 2017 (ASCE/AISC) ICE INCLUDED ? NO DESIGN SUMMARY POLE POLE SHAFT GROUND LINE HEIGHT WEIGHT DIAMETER (FT) (LBS) (IN) J 38.75 326 9.00 SECTION CHARACTERISTICS SECTION 1 SHAPE ROUND BASE DIAMETER (IN) 9.00 TOP DIAMETER (IN) 3.58 THICKNESS (IN) 0.11960 LENGTH (FT) 38.75 WEIGHT (LBS) 326 TAPER (IN/FT) 0.1400 YIELD STRENGTH (KSI) 55 MATERIAL 5105 - 55 BASE WELD TYPE = SOCKET BASE PLATE ( SQUARE ) MATERIAL = S70 - 36 ksi WIDTH = 12.38 IN THICKNESS = 1.000 IN YIELD STRENGTH = 36 KSI TOP DIAMETER (IN) 3.58 ANCHOR BOLTS ------------------------------ __ --------- ______________________________________ MATERIAL ________________________________________ = S100 - 55ksi BOLT DIAMETER = 1.00 IN BOLT CIRCLE = 12.50 IN QUANTITY = 4 ULTIMATE STRENGTH = 75 KSI 0 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH FBC 2017 (ASCE/AISC) RQMTS. (FINAL DEFLECTED POSITION) BY NAQ 12/21/2018 VERSION Fuse 1.13.0.0 SUBJECT: FL-FL210-900A389-D1-AB-160 MPH-FBC 2017-FIX .1.1/56# FOLDER: FBC FILE: P389DO1FBC17V16DAB ELEVATION OF FOUNDATION ABOVE SURROUNDING TERRAIN = 3.0 (FT) STEPS INCLUDED ? NO RISK CATEGORY: II EXPOSURE CATEGORY: C ULTIMATE DESIGN WIND SPEED = 160 MPH NOMINAL DESIGN WIND VELOCITY = 124 MPH CRITERIA: FBC 2017 (ASCE/AISC) ICE INCLUDED ? NO DESCRIPTION OF EPA LOADING POSITION DISTANCE EFFECTIVE 'OF MOUNTING CENTROID TO CENT. PROJECTED LOAD HEIGHT** HEIGHT** FROM POLE WEIGHT AREA (FT) (FT) (FT) (LBS) SQ. (FT) POLE 38.75 38.75 1.00 56 1.10 * THE VALUES SHOWN IN THIS TABLE MUST NOT BE EXCEEDED WITHOUT CONSULTING VALMONT. ANY SIZES OR OTHER DIMENSIONS NOT PROVIDED BY THE SPECIFYING AGENCY HAVE BEEN ESTIMATED BY VALMONT. ** THESE HEIGHTS ARE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. 2 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH FBC 2017 (ASCE/AISC) RQMTS. (FINAL DEFLECTED POSITION) BY NAQ 12/21/2018 VERSION Fuse 1.13.0.0 SUBJECT: FL-FL210-900A389-D1-AB-160 MPH-FBC 2017-FIX .1.1/56# FOLDER: FBC FILE: P389DO1FBC17V160AB R E S U L T S MAXIMUM COMBINED STRESS RATIO IN EACH MAJOR COMPONENT ====(GROUPS I,II 5 III)==== POLE (AT 0.00 (FT)) = 0.53 BASE PLATE = 0.45 ANCHOR BOLTS = 0.53 S U M M A R Y MAXIMUM REACTIONS APPLIED TO FOUNDATION BENDING MOMENT = 12100 FT-LBS TORSION = 52 FT-LBS SHEAR FORCE = 607 LBS AXIAL FORCE = 411 LBS MAXIMUM BENDING + AXIAL DEAD WT. STRESS -------------- _------------------------ _________________________ POLE = 0.66 KSI RESULTANT DEFLECTION OF POLE TOP CAUSED BY DEAD WEIGHT 0.11 DEGREES 3 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH FBC 2017 (ASCE/AISC) RQMTS. (FINAL DEFLECTED POSITION) BY NAQ 12/21/2018 VERSION Fuse 1.13.0.0 SUBJECT: FL-FL210-900A389-D1-AB-160 MPH-FBC 2017-FIX .1.1/56# FOLDER: FBC FILE: P389DO1FBC17V160AB POLE PROPERTIES WALL ROUNDNESS MOMENTS OF PLASTIC. HEIGHT DIAMETER THK. RATIO D/T INERTIA SECT. MOD. AREA (FT) (IN) (IN) o (IN^4) (IN^3) (IN^2) 38.75 3.575 0.1196 100.00 29.89 1.94 1.43 1.30 36.25 3.925 0.1196 100.00 32.82 2.59 1.73 1.43 33.75 4.275 0.1196.. 100.00 35.74 3.37 2.06 1.56 31.25 4.625 0.1196 100.00 38.67 4.29 2.43 1.69 28.75 4.975 0.1196 100.00 41.60 5.37 2.82 1.82 26.25 5.325 0.1196 100.00 44.52 6.62 3.24 1.96 23.75 5.675 0.1196 100.00 47.45 8.04 3.69 2.09 21.25 6.025 0.1196 100.00 50.38 9.66 4.17 2.22 18.75 6.375 0.1196 100.00 53.30 -11.48 4.68 2.35 16.25 6.725 0.1196 100.00 56.23 13.52 5.21 2.48 13.75 7.075 0.1196 100.00 59.16 15.78 5.78 2.61 11.25 7.425 0.1196 100.00 62.08 18.29 6.38 2.74 8.75 7.775 0.1196 100.00 65.01 21.04 7.00 2.88 6.25 8.125 0.1196 100.00 67.93 24.06 7.66 3.01 3.75 8.475 0.1196 100.00 70.86 27.36 8.34 3.14 0.00 9.000 0.1196 100.00 75.25 32.85 9.42 3.34 4 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH FBC 2017 (ASCE/AISC) RQMTS. (FINAL DEFLECTED POSITION) BY NAQ 12/21/2018 VERSION Fuse 1.13.0.0 SUBJECT: FL-FL210-900A389-D1-AB-160 MPH-FBC 2017-FIX .1.1/564 FOLDER: FBC FILE: P389DO1FBC17V16OAB WIND and WEIGHT FORCE DATA - GROUP LOAD 2 ELEVATION VELOCITY TOP OF CENTROID WEIGHT PROJECTED DRAG RESPONSE WIND SEGMENT ABOVE BASE FORCE AREA COEFF PRESSURE FORCE (FT) (FT) (LBS) (FT^2) (PSF) (LBS) ATTCHMT. 1 38.75 56.00 1.10 1.00 47.20 51.9 38.75 37.48 11.60 0.78 0.76 46.90 27.8 36.25 34.98 12.72 0.85 0.67 46.28 26.7 - 33.75 32.48 13.84 0.93 0.67 45.62 28.1 31.25 29.98 14.96 1.00 0.67 44.92 29.9 28.75 27.49 16.07 1.07 0.67 44.18 31.5 26.25 24.99 17.19 1.15 0.67 43.40 33.1 23.75 22.49 18.31 1.22 0.67 42.55 34.5 21.25 19.99 19.43 1.29 0.67 41.64 35.8 18.75 17.49 20.55 1.36 0.67 40.64 36.9 16.25 14.99 21.67 1.44 0.67 39.54 37.8 _ 13.75 12.49 22.78 1.51 0.67 38.32 38.5 11.25 9.99 23.90 1.58 0.67 38.05 40.1 8.75 7.49 25.02 1.66 0.67 38.05 41.9 6.25 4.99 26.14 1.73 0.67 38.05 43.8 3.75 1.86 41.31 2.73 0.67 38.05 69.1 * VELOCITY RESPONSE PRESSURE = 0.6 * 0.00256 * Kz * Kzt * V^2 * G WHERE 0.6 = LOAD FACTOR, G(GUST FACTOR) = 1.14 ** DRAG COEFF INCLUDES Kd FACTOR 5 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH FBC 2017 (ASCE/AISC) RQMTS. (FINAL DEFLECTED POSITION) BY NAQ 12/21/2018 VERSION Fuse 1.13.0.0 SUBJECT: FL-FL210-900A389-D1-AB-160 MPH-FBC 2017-FIX .1.1/56# FOLDER: FBC FILE: P389DOlFBC17VI60AB ANALYSIS OF POLE: FORCES AND MOMENTS - GROUP LOAD 2 SECTION GROUP FORCES (LBS) MOMENTS (FT-LBS) HEIGHT* LOAD _____________________ _____________------------- (FT) NO. AXIAL SHEAR PRIMARY SECONDARY TOTAL 38.75 2 50 58 56 0 56 36.25 2 63 86 221 15 236 33.75 2 76 17.4 453 33 486 _ 31.25 2 92 143 754 54 808 28.75 2 108 174 1128 77 1204 26.25 2 127 206 1578 101 1679 23.75 2 146 239 2109 128 2237 21.25 2 168 274 2725 155 2880 18.75 2 191 309 3428 182 3611 16.25 2 215 346 4222 210 4432 13.75 2 241 383 5110 235 5345 11.25 2 269 420 6093 259 6351 8.75 2 298 458 7174 279 7453 6.25 2 329 498 8357 294 8652 3.75 2 363 538 9648 304 9952 0.00 2 407 608 11795 305 12100 F'. ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH FBC 2017 (ASCE/AISC) RQMTS. (FINAL DEFLECTED POSITION) BY NAQ 12/21/2018 VERSION Fuse 1.13.0.0 SUBJECT: FL-FL210-90OA389-DI-AB-160 MPH-FBC 2017-FIX .1.1/56# FOLDER: FBC FILE: P389DO1FBC17V16OAB ANALYSIS OF POLE: STRESSES - GROUP LOAD 2 SECTION GROUP COMB. APPLIED STRESS (KSI) ALLOW STRGTH (LBS/FT-LBS) HEIGHT* LOAD STR. _________________'_____ _________________________ (FT) NO. RATIO AXIAL BEND. SHEAR AXIAL BEND. SHEAR 38.75 2 0.02 0.04 0.62 0.37 42745 3915.58 12824 36.25 2 0.05 0.04 2.15 0.35 47075 4749.00 14123 33.75 2 0.09 0.05 3.71 0.34 51405 5662.78 15422 31.25 2 0.13 0.05 5.23 0.33 55735 6549.11 16720 28.75 2 0.16 0.06 6..70 0.33 60065 7500.83 18019 26.25 2 0.20 0.06 8.11 0.33 64395 8515.64 19318 23.75 2 0.24 0.07 9.47 0.34 68724 9593.56 20617 21.25 2 0.27 0.08 10.78 0.34 73054 10735 21916 18.75 2 0.31 0.08 12.03 0.35 77384 11939 23215 16.25 2 0.34 0.09 13.23 0.35 81714 13206 24514 13.75 2 0.37 0.09 14.38 0.36 86044 14536 25813 11.25 2 0.40 0.10 15.47 0.37 90374 15929 27112 8.75 2 0.43 0.10 16.52 0.38 94703 17386 28411 6.25 2 0.46 0.11 17.53 0.38 99033 18905 29710 3.75 2 0.49 0.12 18.50 0.39 103363 20488 31009 0.00 2 0.53 0.12 19.89 0.41 109858 22980 32957 * THESE HEIGHTS ARE ABOVE THE POLE BASE PLATE. 7 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH FBC 2017 (ASCE/AISC) RQMTS. (FINAL DEFLECTED POSITION) BY NAQ 12/21/2018 VERSION Fuse 1.13.0.0 SUBJECT: FL-FL210-900A389-D1-AB-160 MPH-FBC 2017-FIX .1.1/56# FOLDER: FBC FILE: P389DO1FBC17V160AB BASE PLATE ( SQUARE ) WIDTH = 12.38 IN THICKNESS = 1.000 IN YIELD STRENGTH = 36 KSI STATIC COMBINED STRESS RATIO = 0.45 BASE WELD TYPE = SOCKET ANALYSIS OF BASE PLATE COMBINED STRESS RATIO = 0.45 GROUP LOAD NUMBER = 2 CRITICAL WIND DIRECT.* = 50.00 DEGREES ALIGNMENT OF THE BEND LINE = 225.00 DEGREES BOLT FORCE = 11719 LBS BOLT -TO -BEND LINE MOMENT ARM = _.75 IN WIDTH OF BENDING SECTION = 8.51 IN APPLIED BENDING STRESS = 14.46 KSI ALLOWABLE BENDING STRESS = 32.34 KSI ANCHOR BOLTS ----------------------------------------------------------------- ------------------------------------------------------------------------------- QUANTITY = 4 BOLT DIAMETER = 1.00 IN BOLT CIRCLE = 12.50 IN INITIAL BOLT ANGLE = 45.00 DEGREES BOLT LENGTH = 36 IN YIELD STRENGTH = 55.00 KSI ULTIMATE STRENGTH = 75.00 KSI STATIC COMBINED STRESS RATIO = 0.53 ANALYSIS OF ANCHOR BOLTS CRITICAL MAX. APPLIED ALLOWABLE GROUP WIND COMB. AXIAL SHEAR STRESS (KSI) STRESS (KSI) LOAD DIRECT* STRESS FORCE FORCE NO. (DEG) RATIO (LBS) (LBS) AXIAL SHEAR AXIAL SHEAR 2 50 0.53 11719 126 14.92 0.16 28.12 15.00 -* THESE ARE DIRECTIONS TOWARD WHICH THE WIND IS -FLOWING. - -- - _ --- -- - _-- --- - 8 r ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH FBC 2017 (ASCE/AISC) RQMTS. (FINAL DEFLECTED POSITION) BY NAQ 12/21/2018 VERSION Fuse 1.13.0.0 SUBJECT: FL-FL210-900A389-D1-AB-160 MPH-FBC 2017-FIX .1.1/56# FOLDER: FBC FILE: P389DO1FBC17V160AB POLE DEFLECTION INFORMATION - GROUP LOAD 2 ELEVATION ROTATION SLOPE DEFLECTION DEFLECTION FT DEGREES IN/FT FT IN 38.75 3.80 0.80 1.52 18.19 36.25 3.74 0.79 1.35 16.21 33.75 3.64 0.76 1.19 14.28 31.25 3.49 0.73 1.03 12.42 ' 28.75 3.30 0.69 0.89 10.64 26.25 3.09 0.65 0.75 8.97 23.75 2.85 0.60 0.62 7,41 r 21.25 2.60 0.54 0.50 5.98 18.75 2.32 0.49 0.39 4.69 16.25 2.04 0.43 0.30 3.55 13.75 1.74 0.37 0.21 2.56 11.25 1.44 0.30 0.14 1.72 8.75 1.13 0.24 0.09 1.05 6.25 0.81 0.17 0.04 0.54 3.75 0.49 0.10 0.02 0.20 0.00 0.00 0.00 0.00 0.00 Or