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HomeMy WebLinkAboutDESIGN CALCULATIONSSCANNED BY St. Lucie County Randy T. Randolph, P.E. Florida PE# 32471 6036 Bluewater Drive * Lebanon, TN 37087 n a 'a ** Design Calculations The following calculations, both long hand and "Excel" spread sheets, were prepared exclusively by myself using sound, reliable structural engineering practices. The calculations reflect the information contained on Design Drawing Number 16-010 for OUTFRONT Media, Inc. regarding the billboard sign structure located at 10600 U5-1 in Port St. Lucie, Florida. The structural design for the sign conforms to the 2014 Florida Building Code, 5th Edition. The design standard is ASCE 7-10 with the applicable horizontal forces determined by a 150-mph Wind Velocity required by Risk Category I with an Exposure "C" terrain condition. In addition to the calculated wind load, the sign structure is designed to support the dead weight of a LED Digital Display with its associated framework on both faces according to the stipulations set forth on the referenced design drawing. Respectful) Oubmitted, Randy . Randolph, P.E. Florida PE#-S2471 May 5, 2016 m z /.71a 25 2E5 �vm:Ee-TIo.L! 273. Z = , OD254 1l, �� l�al ✓2 LE Z7. 3-I "� �4)0495aec "G „ V�Lr�ezfyl V� T `15K `A j EEjOJZy �. aZ C s = /3.5 , 0'7-c� -S', C4=2,L/9-aL Co s 70 2s r = 33- G)I:sc &sEs A- �-P, )/,/p46 - 74.OP>17PV . M MA eA ME ell Sri f7l 171 is I J R it It z I-, It it JI d ^ f I- U►1- CA - -- -( m -- \^=u,-,- -- : --4, 1 I ! V Client: IUu TorsionilPin is Location: 10600 LIS-1 *Port St. Lucie, FL W.Load 44.449 psf tl isal =' 27 kips Load Red 1 UR Ctrs = 96 in Face Ht : 10.5 ft To que 139.187 kip-ft Conn Dis = 0.000 ft from cl DL @ OUR 1.5000 kips Face Lgth 36 ft M (DL) 138.896 kip-ft CL TIP = 12.125 ft from T/F DL @ IUR 6.0000 kips Apron Ht: 2.5 ft My, (W4 L) 155.536 kip-ft 6 U.R per Fs O.D. W.t. A Weight D/T S J R I (in"4) 20 0.349 21!5305 73.264 57.348 103.964 2079.272 6.949 1039.636 0.375 STEEL Yield(ksi) FB FV MAL(K-FT) TAL(K-FT) U-Check A"35 35 23.100 14 200.130 242.582 1.371 � 42 I 42 27.720 16.8 240.156 291.098 9.89T 3S'I -� 45 45 29.700 18 257.310 311.891 1.010 50 50 33.000 20 285.900 346.545 OR ° H i i'r9d: 52 34.320 20.8 297.336 360.407 0.850 Md= 208.5270 kip-ft - ------ - - --- ---- -. � II Connection A L�se_l. 1Y1�-yl_1J-c,_`�� Con - it naf sis � 24z �Z Pas No. L R _ �Icb A3ZS ItY- Bolt Dia = 1.000 in m 1 0 i 0 0.0000 f>azA:,04ee_ Ab = 0.7854 in2 2 16 12 20.0000 3 16 1 16' I 22.6274 Fv = 11.778 ksi Fv all= 21.6 ksi A325 & 4 12 j 16 20.0000 28.0 ksi A490 5 0 + 0 0.0000 A325 Ft 1= 36.4277 ksi with bolt threads in shear plane 6 0 0 . 0.0000 A490 Ft 1= 48.947 ksi 7 0 0 0.0000 A325 Ft 2= 40.4689 ksi with bolt threads excluded from shear plane 8 0 f 0 0.0000 A490 Ft 2= 51.609 ksi 9 0 I0 0.0000 Ecc = 28 in �mC 10 0 I 0 0.0000 No. of Bolts in Tens= ✓604£_i AIX ' 27g b = 250.5097 ✓A325 Mal in= 400.54 k-ft Mal x= 444.98 k-ft inc/threads exci threads A490 Mal in 538.20 k-ft Mal x= 567.47 k-ft I II Client: Columni�lp W.Load 44.449 psf Face Ht : 10.5 ft Face Lgth 36 ft Apron Ht: 2.5 ft O.D. W.t. 30 0.349 0.375 Length: 12 ft K-Factor: 2.1 KLIR = 28.844 FRONT Media Location: 10600 US-1 *Port St. Lucie, FL B-B CP at 35' OAH ** 150-mph ASCE 7-10 -od 28 kips Load Red 1 ue 155.536 kip-ft Col Dist = 0.000 ft from cl )L) 27.600 kip-ft )L) 21.563 kip-ft a Weight DIT S J R I (inA4) 37 118.761 86.022 238,0521 7141.562 10.48403 3570.781 -L Yield(ksi) FB FV MAL(K-FT) TAL(K-FT) PAL (K) U-Check C.c i 35 23.100 14 458.250 555.455 633.279 1.06 127.888 ! 42 24.496 16.8 485.939 666.546 752.690 0.978 116.745 i 45 25.696 18 509.744 714.156 803.248 112.787 1 50 27.696 20 549.419 793.507 886.713 0.854 106.999 d: 52 28.496 20.8 665.289 825.247 919.825 0.828 104.921 5., wARO_ ri4yw -/3077-Om 7-0 APRcy 31- Ps = 21.602 kips Mx = 427.604 kip-ft Md = 428.494 kip-ft Pd = 31.545 kips FAL(KSI) 19.493 23.169 24.725 27.295 28.314 I Client: U IIIFRONT Media Column IPP Analvsis W.Load 44.449 psf Face Ht : 10.5 ft Face Lgth 36 ft Apron Ht: 2.5 ft O.D. W.t. 30 0.436 0.469 V ,Length: 21.5 K-Factor: 2.1 KLIR = 51.829 OAH ** 150-m Location: 10600 US-1 * Port St. Lucie, FL 28 kips Load Red 1 155.536 kip-ft Col Dist = 0.000 ft from cl 27.600 kip-ft 21.563 kip-ft Weight DIT S J R I (inA4) 147.981 68.817 294.9712 8849.136 10.45361 4424.568 Yield(ksi) FB FV MAL(K-FT) TAL(K-FT) PAL (K) U-Check C.c 35 23.100 14 567.820 688.266 718.515 1.238 127.888 42 27.720 16.8 681.383 825.919 841.265 1 116.745 45 29.700 18 730.054 884.914 892.040 0.955 112.787 50 29.620 20 728.080 983.237 974.292 9 106.999 52 30.420 20.8 747.744 1022.567 1006.375 0.922 104.921 �_/�.r Uzi------ ---- Ps = 21.602 kips Mx = 646.971 kip-ft Md = 647.559 kip-ft Pd = 33.397 kips FAL(KSI) 17.746 20.778 22.032 24.063 24.855 Clierit: Columr 10'-6" x 31 W.Load 44.449 psf Ar Face Ht : 10.5 ft T Face Lgth 36 ft N Apron Ht: 2.5 ft M O.D. w.t. 36 0.349 0.375 S H Length: 21.5 ft - K-Factor: 2.1 KL/R = 42.982 RONT Media Location: 10600 US-1 * Port St. Lucie. FL ** 150-mph ASCE 7-10 od, 28 kips Load Red 1 ie 155.536 kip-ft Col Dist = 0.000 ft from cl L) 27.600 kip-ft L) 21.563 kip-ft Weight DIT S J R I (inA4) 1 142.814 103.226 344.8001 12412.81 12.60522 6206.403 L Yield(ksi) FB FV MAL(K-FT) TALK -FT) PAL (K) U-Check C.c 35 20.413 14 586.537 804.534 721.442 1.195 127.888 42 23.213 16.8 666.991 965.440 850.355 I.gQ 116.745 45 24.413 18 701.471 1034.400 904.269 0.988 112.787 50 26.413 20 758.937 1149.334 992.398 106.999 1: 52 27.213 20.8 781.924 1195.307 1027.056 0.883 104.921 9L it Ps = 21.602 kips Mx= 651.080 kip-ft Md = 651.665 kip-ft Pd = 33.285 kips FAL(KSI) 18.470 21.770 23,150 25.407 26.294 Footing Design Boring: None Wind Load Face Height Face Width Apron Height Apron Width Column Dia. HAGL P.s (kips) P.c (kips) Riot (kips) Mx @ grade Mxy @ grade H.bar OUTFRONT Media 10'-6" x 36' B-B CP at 35' OAH 44.449 psf Wind Load 44.449 psf 10.5 feet 36 feet 2.5 feet 36 feet 2.50 feet 21.5 feet Location: 10600 US-1 - Port St. L. Mx (DL) = 15.00 kip-ft My (DL) = 25.00 kip-ft Dirt= 11.97 yards Conc = 7.89 yards 21.602 kips Neglect: 4 feet below grade 1.911 kips Footing Dia : 4.00 feet 23.614 kips ✓ Ftg Depth - Eff 18 feet -Act 22.25 ft deep 640.409 kip -it M.eff 734.9504 kip-ft 640.896 kip-ft 27.257 feet H.eff 31.2565 feet Soil Pressure 2.2081 ksf t/ Lat Bear Press 138.0073 psf/If @ 10.0000 feet below grade �A_70_LLIQ�n/�2t55u2g . ^- Footing Design OUTFRONT Media 10'-6" x 36' B-B CP at 35' OAH Boring: None 44.449 psf Wind Load Location: 10600 US-1 -Port St. L, Wind Load 44.449 psf Mx (DL) = 15.00 kip-ft Face Height 10.5 feet My (DL) = 25.00 kip-ft Face Width 36 feet Apron Height 2.5 feet Apron Width 36 feet Dirt = 8.02 yards Column Dia. 3.00 feet Conc = 0.98 yards HAGL 21.5 feet P.s (kips) 21.602 kips Neglect: 6 feet below grade P.c (kips) 2.294 kips ✓ ootin Dia : 3.00 feet P.tot (kips) 23.896 kips Ftg Depth - Eff 20.25 feet -Act 26.5 ft deep Mx @ grade 644.618 kip-ft M.eff 788.3772 kip-ft Mxy @ grade 645.003 kip-ft H.bar 26.992 feet H.eff 32.9923 feet oil Pressure 2.5522 ksf VI .Sat Bear Press 141.7881 psftlf @ 12.7500 feet below grade o/ZYooT_i-- _Lf1-E_JGJ3_�Lo- _—�D_�uvnnl SCANNED BY St. LUCIP. ('nilnt%. LEEDCO JOB NO.: 7053R5 DATED: 07-31-13 STRUCTURAL CALCULATIONS FOR L.E.D. MOUNTING SYSTEM (10'-6" X 36') (165 MPH PER NEW ASCE 7-10) for CBS OUTDOOR Project Location Miami / Dade County, Florida LEEDCO ENGINEERS,INC. STRUCTURES FOUNDATION GEOTECHNICAL 3870 BALDWIN AVENUE, EL MONTE, CA 91731 TEL.: (626) 448-7870, FAX: (626) 448-3955 ; E-Mail: leedco@aol.com ' 83| � �� P�r | ---� ----'---- '------�-------� ---' --~`'~7�-r----- 34 35 JOB NO. 7053R5 LEEDCO ENGINEERS, INC. SHEET NO. Z OF 5 ' STRUCTURAL -GEOTECBMCAL- ENVIRONMENTAL -TRANSPORTATION SIGNATURE PROJECT Ctr,rbiral falculatinns for L.E.D. Mounting DATE 7/31/13 LICENSE # System (10'-6" x 36') 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 is 19 20 21 JOB NO. 7053R5 LEEDCO ENGINEERS, INC. SHEET NO. 3 OF 5 STRUCTURAL - GEOTECHNICAL - ENVIRONMENTAL - TRANSPORTATION SIGNATURE PROJECT Structural Calculations for L.E.D. Mounting DATE 7/31/13 LICENSE# System (10'-6" x 36') LD4D .. .... . 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OF 5 ' STRUCTURAL -GEOTECHNICAL-ENVIRONMENTAL-TRANSPORTATION SIGNATURE PROJECT Structural Calculations for L.E.D. Mountin DATE7/31/13 LICENSE # System 10'-6" x 36')