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Report (32) • AgseitiIltaatb, Effecüv .. Engineering Solutions Ltd. �: 61 White Water C. /5k/1�/3 - f.?J —" New Lenox, IL 60451 7 (J�o SG,c,�J�-r _ :815-485-1470 (Fax) 815-485-0603 f cleverenz @ corncast.net CLIENT: L 1-- L�'i � j- 4.1--° S - k l DRAWING NO. JOB #: 111 / DATE: ,s 3 D �3 SIGN LOCATION: 3 ENGINEER: ( t' 1/ • 11d LI .. SIZE 0 • SIGN; APRON: OVERALL HEIGHT: Irr SOIL PRESSURE:. 7'0.4 / ' WIND LOAD: 9otr( '- CJP I' dOi ;, CODE: Z� r S�'RUCTURE DESIGN 6 S S e, S40 P"Fti,r, GINE .CENTERMOUNT 11113111 ..1 FLAG(CoL.Loc.) ��^' 4 RDW. lE ��z K FULL FLAG (CoL.Loc.) 'i EXTENDED FLAG(CoL. Loc.) _ / OFFSET 0/43 1 7,0 V-BUILD FEET oR. E BACK TO BACK OR SINGLE FACE MISCELLANEOUS FOUNDATION DESIGN Ca4 v1. 51JIMZ°l mod .1:1111‘ BACKI IOI;D/DESIGN FOR: AUGURED/DESIGN FOR: / 41f Z, vh a f; ,./ ai. cin 1' Cd) SPREAD/DESIGN FOR: _ 17/ #41 i1 CA`(/ 141Z44(,) /1 tii,- t-eilLYL. V J . SPECIAL CONDITIONS: I/J /-b/, �' 7/ t) C> jg.S EFFECTIVE ENGINEERING SOLUTIONS Inputed Variables for Stringers/Uprights/Spreaders i1 Of2) 7N:= Sign face measuerments: Upright meeasurements: Sh:= 14 Sign face height (ft.) Un :_1 Number of uprights SW:= 41 Sign face width ;ft.) Udl:= 5 Deadlcad/upright (fps) ISdi:=2.51 Sign face deadload (lbs/ft2) Uc1 := 12.5 Upright: center lines J1 esl := 5.25 End span length (ft.) Stringer measurements: Spreader measurements: Strgn :=4 Number of stringers Vi := 4 "V" size (ft.) Strgii :=4 Stringer long leg (in) bN, := 5.75 Flange width (in) Strgwt= 5.8 Weight of stringer(lbs/ft) bd := IC Depth of spreader(in) Isxx = 1 � (in3) Connection details: s = 0.599 3 Yy (in ) x:= 7.5 Dist. of outer bolts to spreader CL (in) Misc. measurements: y:= 3.5 Dist. of inner bolts to spreader CL (in) w := 3C Windload (psf) Cont:= "plate" Connection type (clips/plate) fb := 3C (ksi) zo := 13.5 Dist. of outer bolts to tor. pipe CL (in) sti := 1.1 Allowable stress increase zi := 9.5 Dist. of inner bolts to tor. pipe CL (in) Dist. from top of face to p:= 3C Dist. across tor. i e for saddle (in) svm:= 15.5 spreader CL (ft) __ (eSi)2 (Uc1)2 p1 • 2 p2. 10 pi = 13.781 p := p1 if p1 p2 p2 = 15.625 11116 p2 otherwise p = 15.625 EFFECTIVE ENGINEERING SOLUTIONS Stringers/Uprights/Spreaders (2of2) Sh w k • Strgn•sti k= 105 Ibs✓ft2 _ Sh'Shc q 5tr + Strgwt gn q = 14.55 lbs/ft2 12.p.k 12•p•q IC := + s s roc YY IC = 24241.966 ] psi 01-c. L tt,e ?i f ; (iLd svm•SW•w �✓'1=2,rf�J pll 1000•Un Q pll= 5.58 kips p11•svm m11:= 2 m11= 43.245 ft. kips 12'ml] s = ureqfb sti / (� t/ sureq= 17.298 in3 l /J V1 Vlhalf:= 2 Vlhalf= 2 ft mdl Vlhalf Ud1 mdl = 10 ft.-kips 12( Mil mdl sti svreq '— f svreq = 21.298 in3 iN= 5 EFFECTIVE ENGINEERING SOLUTIONS • Upright to Spreader Connection Iu2s:= 40(2 if Cont= "clips" 4.(x2+y2) if Cont= "plate" in4 lu2s= 274 12•x•m11 Ptu2s:_ Iu2s Ptu2s= 14.205 kip Ptu2s au2s'= 44 int S�z' 43 ) au2s= 0.323 12•mll au2s:= if Cont= "clips" bd-(6 +bw) if Cont= "plate" bd•('•bw+ bd) Swu2s 4— 3 12-m11 Swu2s au2s= 5.713 ksi fwu2s wu2s'= 14.84 Wu2s= 0.385 in JN= 5 3/ I g EFFECTIVE ENGINEERING SOLUTIONS • Spreader to Torsion Pipe Connection 2 Is2s := 4(z0 +zi2) Is2s = 1090 in4 12•zo.(m11+ mdl) Ps2s • Is2s 7.913 ksi Ps2s = Ps2s as2s 44 as2s = 0.18 int S/ -t 4 3 Z P•(3•bw +P} Sws2s'— 3 Sws2s = 472.5 in3 12 (mll+mdl) f's2s:_ Sws2s fws2s = 1.352 ksi w f's2s 14.84 w= 0.091 iin JN= 5 Dead Load Calculation JN 5 sW:=48 sign width (feet) ah:= 3 apron height (feet) nup:= 4 #uprights/face sh := 14 sign height (feet) vave 3 ave spreader width n f:= 2 #faces ttd:= 3C torsion tube diameter(in.) ttt:= .625 torsion tube thickness (in.) tw:= 7100 weight of LED or ns.= 4 #stringers/face • trivision (lbs.) nt 1 #of LED or trivisions "Faces" of 1.25 sw•sh 0 "Uprights" nf nup 15 sh +ah 0 "Stringers" nf ns 4.9 sem, 0 "Hangrail/lat brace" 2 4.9 sem, 0 "Ledgers" nf•nup 9 4.5 0 "WW Angles" 8 5.8 sw 0 NxL:= "Grating in feet' 11 3.14 sW 0 "Apron" o f 2 sw•ah 0 "Trivision" nt tom, 1 0 "Lights" 8 1 75 0 "Torsion tube" 1 2.688•[ttd2— (ttd — 2•ttt)2] sW 0 "Spreader" nup 22 vave 0 "Faces" 2 1.25 672 1680 "Uprights" 8 15 17 2040 "Stringers" 8 4.9 48 1881.6 "Hangrail/lat brace" 2 4.9 48 470.4 "Ledgers" 8 9 _ 4.5 324 NxL = "WW Angles" 8 5.8 — 48 2227.2 "Grating in feet" 11 3.14 48 1657.92 "Apron" 2 2 144 576 "Trivision" 1 7100 1 7100 "Lights" 8 1 75 600 . "Torsion tube" 1 197.4 48 9475.2 "Spreader" 4 22 3 264 L Total Dead Load tataldl= 28296.32 10% Misc misc= 2829.63 Total Load tatall = 31125.95 e/ Load Point Calculations(1 of 2) • JN:_• _`� Pd1:= 8 kips P11:== 1 kips Mt:=45C in- kips sti :_= 1A allowable stress increase x:= 2 distance from center of column to first load point in feet y:= 12.5 distance between load points in feet n:=4 number of load points n-1 Mdl:= E (x+i•y) •12•Pd1 i=0 Mdi= 7968 in-kips n-1 Mil:= I (x+ i•y) •12•P11 i=0 mil. :5876.4 in- kips Tint n•Mt Tmt= 1800 in-kips Load Point Calculations;2 of 2) tpd := 3C torsion pipe diameter in inches tpt:= .562 torsion pipe thickness in inches tps:= 5C torsion pipe strength in ksi fb:_ (.66)•tps if tpd 5 3300 tpt tps tp (662).— + (.4)•tps otherwise tpd fb= 33 ksi [(tpd)4— (tpd 2tpt)4] sacs'= n' 32•tpd sact= 375,481 in3 Fy:= 0.4•tps Fy= 20 ksi Mdl fdl:= sact fd1= 21.221 ksi M11 fml — sact finl= 15.65 ksi Tmt fy'_ 2'sact fy= 2.397 ksi J1`1= 5 1 Load Point Results 2 I2cnI fdl + sti2 2 IC:= +— fb F.�2 sti2 IC= 0.813 for tpd = 30 in tpt = 0.562 in tps = 50 ksi = 5 4/i EFFECTIVE ENGINEERING SOLUTIONS Inputed Variables for Flag Mount: single value Oah with footing JN:= 5 • e:= "IBC" building code eTable:= "c" exposure table choice sh := 14 hieght of sign face (feet) sv,:= 48 width of sign face (feet) v:= 9C wind velocity (mph) ah := 3 height of sign apron (feet) st. := 1.1 allowable stress increase cd := 42 column diameter (inches) ct:_ .547 column thickness (inches) (35 cs:= 42 column strength (ksi) X50 pol 32 weight of sign (kips) co :=22 .5 column offset from center(feet) 174 := 2 overrides wind load calculation when > 0 Oah := 45 overall height of sign, max 180 ft. EFFECTIVE ENGINEERING SOLUTIONS u Wind Load CaIcuIations • ah :=ah + .33 allowance for walkway Mdl:= pol•co•12 p:_ (ah +sh)•(sem,)•w (p•co•12) Mv:_ 1000 — (sh +ah) +(.8)•(cd)•[Oah — (sh +ah)12•(.:i)•w J COah 2 11 J — 12•p m 1000 w = 25.44 wind load(pounds/ft2) Mdl= 8640 in-kips p= 21165.3 force (pounds) My= 5714.63 in-kips m= 10673.17 moment (in-kips) JN= 5 Ili V6 EFFECTIVE ENGINEERING SOLUTIONS Column Pipe Calculations Fb:= if rows(cs)= 0 (.66)•cs if °d 3300 et Cs ct (662).— + (.4)•cs otherwise cd otherwise for i E 0..rows(cs) — 1 Fb.E— (.66) csi if Cd 3300 ct cs. ct Fb.F- 662.— + (.4)- otherwise Cd cs Fb [(cd)4— (cd -- 2ct)4] sactc• n' 32 cd Fv:= 0.4•cs Mdl fd1:= sactc m fll _ sactc'sti sactc= 728.74 in3 23.1 ( 14 � Fb= 27.72 ksi Fv= 16.8 ksi fd1= 11.86 • \28.62 . 20 f11= 14.65 :IN= 5 EFFECTIVE ENGINEERING SOLUTIONS Column Pipe summary Column diameter, cd = 42 in. Column thickness, at= 0.55 in. (35\ Column Strength, cs= 42 ksi 50� sactc= 728.74 in. My Afd12 f11 2 fv 2fv ^ . 2'Sactc'sti IC:— ) Fb Fv2 x0.89" f.v= 3.92 IC= 0.73 0.7 , JN= 5 EFFECTIVE ENGINEERING SOLUTIONS Footing parameters Ft pe:_ "block" (block or drilled) For block footing type: For drilled footing type: fj := 9.5 footing length (feet) fdia 4 footing diameter(feet) fes,:= 4.5 footing width (feet) Footing:= "NonCon" "NonCon" or"Con" (depth 13.5 depth of footing (feet) 62) fd:= if Ftype= "block" fuact:= if Footing= "NonCon" Vfw2 +fl2 if fes,> 0 12 if fdepth> 12 fdia otherwise fdepth otherwise fdia otherwise fdepth otherwise fd = 10.51 fuact= 12 0 1 0 "Bedrock 1200 1 "Foliated rock " 400 2 "Sandy gravel" 200 3 "Gravel " 200 4 "Sand " 150 5 "Silty sand " 150 Si = 6 "Clayey sand " 150 7 "Silty gravel " 150 8 "Clayey gravel" 150 • 9 "No name 150 10 "Clay " 100 11 "Sandy clay " 100 12 "Silty clay " 100 13 "Clayey silt " 100 JN= 5 • EFFECTIVE ENGINEERING SOLUTIONS Please enter a number from the above table that indicates the soil type: st:= 6 yo:=200 ("y" override) y:= yo if yo 0 Slst,1 otherwise y= 200 Soiltype:= Slst,0 Soiltype= "Clayey sand " Footing calculations M .— `cm2 Mdl2 Ma 12 Ma= 1144.33 V := Va 1000 Va= 21.17 call= 2.11 Ma h := — Va h = 54.07 7N= 5 iSfl� a a ' EFFECTIVE ENGINEERING SOLUTIONS fureq if Footing= "NonCon" • (2.34)•Va. AE- sal•fd 11 1 +�+(4.36) \Al_ i Va,h J (4.12). otherwise sail'fd 1 fureq= 12.65 Result:_ 1"OK" if furec1 (depth "ng" otherwise Result= "OK" IN= 5 1—A sit1 " , C,Af. /11 Uri COYN Si i/141 • ►c/ r‘ Effective Engineering Solutions, Ltd. CUSTOMER_ 61 White Water Ct. New Lenox,IL 60451 DATE 815-485-1470 JOB 815-485-0603(FAX) ENGINEER MI fz ki V.j. t 31-o t rbc 6v ;/D ''' 7 \ 5-/, /-1-- —I.. Li p1/4 ( L.0,7 1 t .i .1 S,?-.1. 1 . ".7". C ) 9 -7 .I I . . . \ 7 .'7 :� �.... ... .:........ ...,.. ...... . 4I r , ... 1/ . s:c ./;g77 . i l J , ' fi, : 1), I.,,q- 1.., . • . ,,5 -7_, Ai y- -z-- -.;-:?__ 0(ft 7 ii, iy z j iz__ri -- (j( -it) "z' 2c9b j '7"-n i —1- . r 7 'II - - ' -17 • 7 7 00 r ( , 1---; / a-7 . -()p 7 tf°f ., & /cf Y iv ), S-.. i ir ------q- - Foy, rit, :. ; f:- -6 .---1,t 7-L-. 3'11.1 . 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