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Effective Engineering Solutions, Ltd./(o30 got' 72"�40= 61 White Water Ct. RECEIVED New Lenox, IL 60451 815-485-1470 AUG 5 2014 (Fax) 815-485-0603 CITY OFT[GARD cleverenz@comcast.net BUILDING DIVISION CLIENT: �-"°�v �V��. DRAWING NO. dre JOB #: 3 01 ) DATE: 7747 /y. SIGN LOCATION: ENGINEER: C�'"�— 11 aftb &12 3 SIZE ( SIGN:,d'�ye APRON: OVERALL HEIGHT: 't g SOIL PRESSURE: ZObfJ� � WIND LOAD: 9°194 6gio CODE: Oy STRUCTURE DESIGN 4v 4/- RI80 s'S °l CENTERMOUNT 8AESON PARTIAL FLAG (CoL.Loc.) 'cpRd w LEv�Q X FULL FLAG (CoL.Loc.) EXTENDED FLAG(CoL.Loc.) l OFFSET 7////Y V-BUILD FEET OR ANGLE BACK TO BACK OR SINGLE FACE MISCELLANEOUS FOUNDATION DESIGN BACKHOED/DESIGN FOR: �< ✓i'97 6741411E / 6:tit tl e / O "/it , AUGURED/DESIGN FOR: SPREAD/DESIGN FOR: SPECIAL CONDITIONS: EFFECTIVE ENGINEERING SOLUTIONS inputed V(arrlabiea for Stringers/Uprights/Spreaders (1 Of 2) aN:= Sign face measuerments: Upright meeasurements: Sh := 14 Sign face height (ft.) Number of uprights Sw := 48 Sign face width (ft.) Lid! := 2.5 Deadload/upright (kps) Shc := 2.5 Sign face deadload (lbs/ft2) Uc1 = 12. Upright center lines es! := 5.2 End span length (ft.) Stringer measurements: Spreader measurements: Strgn := 4 Number of stringers VI := 31 "V" size (ft.) Strgli:= 4 Stringer long leg (in) bw := 5.5 Flange width (in) IStrgµt= 5.8 Weight of stringer (lbs/ft) bd := IC Depth of spreader(in) s = 1 (in3) Connection details: 0.599 3 Y (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) o := 26 Windload (psf) Conk:= "plate" Connection type (clips/plate) fb := 3C (ksi) zo := 13.5 Dist. of outer bolts to tor. pipe CL (in) sti := l.q Allowable stress increase zi 9.5 Dist. of inner bolts to tor pipe CL (in) Dist. from top of face to P:= 3C1 Dist. across tor.pipe for saddle (in) svm:= 14 spreader CL (ft) (es)2 (Uc1)2 P1 2 P2 : 10 p1 = 13.781 p:_ I P 1 if Pi _> p2 p2 = 15.625 1132 otherwise p = 15.625 EFFECTIVE ENGINEERING SOLUTIONS Stringers/Uprights/Spreaders (2 Of 2) Sh•w k Strgn•sti k= 91 lbs/ft2 Sh'Shc q. Str +Strgwt gn q= 14.55 IbS/ft2 IC:= 12.p-k 12•p•q sx syy IC= 21616.966 psi svm Sw•w p11:= 1000•Un pll= 4.368 kips PlI'svm =mil: 2 m11= 30.576 ft. kips 12•m11 sufeq'= fb.sti sureq= 12.23 in3 VI Vlhalf 2 Vlhalf= 1.5 ft mdi Vlhalf'Udl mdi= 3.75 ft.-kips 12 mil +mdi sti svreq f b sv eq= 13.73 in3 JN= 5 EFFECTIVE ENGINEERING SOLUTIONS Upright to Spreader Connection I.u2s:= 4•x2 if Cont= "clips" 4-(x2+y2) if Cont= "plate" in4 lu2s= 274 12•x•mll Ptu2s • lu2s = 10.043 kip Ptu2s Ptu2s a112s'= 44 in2 au2s = 0.228 12•mll (wu2s /6 +b if Cont= "clips" b d•( w) if Cont= "plate" bd.(3.bw+bd) Swu2s+" 3 12•m11 Swu2s = 4.154 £wu2s ksi fwu2s wu2s 14.84 in wu2s= 0.28 JN= 5 EFFECTIVE ENGINEERING SOLUTIONS Spreader to Torsion Pipe Connection 2 21 Is2s 4lzo +zi J Is2s= 1090 in4 12•zo•(mii+ mdl) Ps2s Is2s Ps2s= 5.102 ksi Ps2s as2s:= 44 as2s = 0.116 in2 P•(3•bw+P) Sws2s'= 3 Sws2s= 465 in3 12.(m11+aid) fws2s • Sw s2s f'"'s2s = 0.886 ksi f's2s w 14.84 w= 0.06 in JN= 5 Dead Load Calculation JN sw•:=48 sign width (feet) ah:= 3 apron height (feet) nap:=4 #uprights/face sh := 14 sign height (feet) ' vave:=3 ave spreader width n f:_21 #faces ttd:= 3C torsion tube diameter(in.) ttt:_ .50C' torsion tube thickness (in.) tw:= 6000 weight of LED or ns:=4 #stringers/face trivision (lbs.) nt:=C #of LED or trivisions "Faces" of 2.5 sW•sh 0- "Uprights" of nup 15 sh+ah 0 "Stringers" n f•ns 4.9 sw 0 "Hangrail/lat brace" 2 4.9 sw 0 "Ledgers" nfnap 9 4.5 0 "WW Angles" 12 5.8 sw 0 NxL:= "Grating in feet" 14 3.14 sw 0 "Apron" n f 2 sw•ah 0 "Trivision" nt tw 1 0 "Lights" 8 1 75 0 "Torsion tube" 1 2.688.[ttd2 - (ttd- 24tt)2] sw 0 "Spreader" nup 22 vave 0_ 5 15 "Faces" 2 2.5 672 3360 "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 Nx.L= "VVW Angles" 12 5.8 48 3340.8 "Grating in feet" 14 3.14 48 2110.08 "Apron" 2 2 144 576 "Trivision" 0 6000 1 0 "Lights" 8 1 75 600 "Torsion tube" 1 158.59 48 7612.42 "Spreader" 4 22 3 264 Total Dead Load totaldi= 22579.3 10% Misc misc= 2257.93 Total Load total' = 24837.23 Load Point Calculations(1 of 2) JN:= 5 Pd1:= 6.2 kips P11:= 5.5 kips Mt:= 382 in- kips sti := 1.0 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:_ (x+ i•y) •I2•Pdl i=C) Mdl= 6175.2 in-idps n-1 Mil := (x+ i•y)112.P17 Mil= 5478 in - kips Tint:= n•Mt mt= 1528 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 d 5 3300 tpt tps tpt (662).— +(.4)•tps otherwise tPd fb = 33 ksi [(tpd)4— (tpd— 2tpt)4] `act — 32.tpd sact= 375.481 in3 Fv=0.4•tps Fv— 20 ksi f Mdl dl sad fdi= 16.446 ksi Mll fml:_ sactl = 14.589 ksi Tmt fv:_ 2.sact fv= 2.035 ksi JN= 5 Load Pont Results 4. 2 'i2 dl + sti24. 2 IC:= + fb Fv2•sti2 IC = 0.677 for tpd= 30 in tpt= 0.562 in tps= 50 ksi JN= 5 Load Point Calculations(1 of 2) 1N:= 5 Pd1:= 6.2 kips P11:— 5.5 kips Nit:= 3SI in- kips sti := 1.0 allowable stress increase x:= 1 distance from center of column to first load point in feet y:= 12.5 distance between load points in feet n:= 3 number of load points n-1 Mdl:= E (x+i•y) •12.Pdi i=0 Md1= 3013.2 in-kips n-1 M11:= (x+iY) 12P11 M11= 2673 in— kips Tmt:= n•Mt Tmt= 1146 in-kips Load Point Calculations(2 of 2) 15 tPd:=3C torsion pipe diameter in inches tpt:= .438 torsion pipe thickness in inches tps 5C torsion pipe strength in ksi tPd 3300 fb (.66)•tps if — 5 — tpt is ttpt +(.4)•tps otherwise tpd fb=29.665 ksi ._ �•[(tPd)4- (tpd 2tpt)4] sact 32-tpd sact= 296.305 in3 Fv:= 0.4•tps FV= 20 ksi f _ Mdl dl sact fdl= 10:169 ksi M11 fins —sad fail = 9.021 ksi Tmt 2•sact fv= 1.934 ksi .1N = 5 EFFECTIVE ENGINEERING SOLUTIONS Enpputed 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) width of sign face (feet) w:= 9 wind velocity (mph) ah 3 height of sign apron (feet) sti := 1.0 allowable stress increase cd 42 column diameter(inches) ct:_ .541 column thickness (inches) (35 cs:= 42 column strength (ksi) \50) poll:= 2' weight of sign (kips) cc:= 2 column offset from center(feet) w := 2 ovemdes wind load calculation when > 0 Oah := 4S overall height of sign, max 180 ft. ,a — EFFECTIVE ENGINEERING SOLUTIONS is Wind Load Calculations ah :=ah + .33 allowance for walkway Mdl:= pcir ca•12 p:_(ah +sh)•(sue,)•w (p•c0•12) My 1000 [12•p•[Oah — (sh +ah)_ + (.8).(cd)•[Oah — (sh +ah)]2.(.5).(01 m 2 1000 = 25.44 wind load(pounds/ft2) Mdl= 7128 in-kips p = 21165,3 force (pounds) My= 5587.64 in-kips m= 10673.17 moment (in-kips) JN = 5 EFFECTIVE ENGINEERING SOLUTIONS Column Pipe CaIcuiations Fb:= if rows(cs)= 0 cd 3300 (.66)•cs if — 5 ct cs (662)•�t +(.4)-cs otherwise cd otherwise for i e 0..rows(cs) — 1 cd 3300 Fbi e— (.66)-csi if — <— ct cs. 62• c Fb. - 6 t + (.4)-cs. otherwise i cd i Fb [(cd)4— (cd — 2ct)4' • sactc'= 32 cd Fv:= 0.4-cs Mdl fdl sactc m f11:= sactc'sti sacte= 728.74 in3 23.1 14 Fb= 27.72 ksi FA!= 16.8 ksi fd1= 9.78 \,28.62 j \ 20 ; f11= 14.65 JN= 5 EFFECTIVE ENGINEERING SOLUTIONS Column Pipe Summary Column diameter, cd = 42 in. Column thickness, ct= 0.55 in. (35'\ Column Strength, cs= 42 ksi 00) sactc= 728.74 in. 2 2 2 My 2.sactc'st� IC:_ �fdlF�fll + fv2 Fv /0 84) fv= 3.83 IC= 0.69 `0.65) IN= 5 EFFECTIVE ENGINEERING SOLUTIONS Footing parameters ti Ftype:_ "block" (block or drilled) For block footing type: For dolled footing type: fl := 9.5 footing length (feet) fdia•• =4 footing diameter(feet) fw:= 4.5 footing width (feet) Footing:_ "Con" "NonCon" or"Con" (depth:= 13.5 depth of footing (feet) fd:= if Ftype= "block" fuact if Footing= "NonCon" Jfw 2+f21 if fv> 0 12 if fdepth> 12 (fdia otherwise rdepth otherwise fdia otherwise (depth otherwise • fd = 10.51 fuact= 13.5 0 1 0 "Bedrock " 1200 1 "Foliated rock " 400 2 "Sandy gravel" 200 3 "Gravel " 200 4 "Sand " 150 5 "Silty sand " 150 S1= 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 ' EFFECTIVE ENGINEERING SOLUTIONS Please enter a number from the above table that indicates the soil type: g st:= 6 yo := i5e ("y" override) f Y Yo if yo 0 Slst,1 otherwise .. y= 150 Soiltype:= Sim.,0 Soiltype= "Clayey sand " Footing calculations • V rn2+Md12 Ma 12 Ma= 1190.03 V p a 1000 Va= 24.96 g f II5 sail= 5.39 Ma h:= — Va h= 47.69 EFFECTIVE ENGINEERING SOLUTIONS fureq:= if Footing= "NonCon" (2.34)•Va AF (. ).[l sa11•fd / ll • Va•h \ \ J J(4.12)•( otherwise sall•fdi fureq= 9.31 Result= I"OK" if fureq (depth "ng" otherwise Result= "OK" 15 EFFECTIVE ENGINEERING SOLUTIONS Footing parameters Ft pe:= "block" (block or drilled) For block footing type: For drilled footing type: f� := 9.5 footing length (feet) fdia:=4 footing diameter(feet) fw:= 4.5 footing width (feet) Footing:_ "NonCon" "NonCon" or"Con" (depth:= 13.5 depth of footing (feet) fd:= if Ftype= "block" fuact if Footing= "NonCon" Jfw2 +fl2 if fu,> 0 112 if £depth> 12 fdia otherwise ['depth otherwise fdia otherwise (depth otherwise fd= 10.51 fuaet= 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 EFFECTIVE ENGINEERING SOLUTIONS Please enter a number from the above table that indicates the soil type: st:=6 yo := 150 ("y" override) y= yo ifyo # 0 Slst,1 otherwise y= 150 Soiltype= Slst,0 Soiltype= "Clayey sand " Footing calculations M := "m2+Md12 • a 12 Ma = 1190.03 V • p a 1000 Va= 24.96 Sall = 1.58 Ma h:= — Va h = 47.69 EFFECTIVE ENGINEERING SOLUTIONS fureq:= if Footing= "NonCon" (2.34)•Va A<— a11' d ( 1( }[1 + I l +(4.36)•I A I1 Val h�J.\ ` J (4.12) otherwise sail'fdi fureq= 15.39 Result:= 1"OK" if fureq< fdepth ng otherwise • Result= "ng" •I ei EFFECTIVE ENGINEERING SOLUTIONS • f trputed Variables for Hag Mount: single value Oah with footing JN:= 5 e:= "IBC" building code eTable:= "c" exposure table choice sb := 14 hieght of sign face (feet) sw:= 48 width of sign face (feet) w:= 9 wind velocity (mph) ah := 3 height of sign apron (feet) st1 := 1.o allowable stress increase cd := 3f column diameter(inches) ct:_ .625 column thickness (inches) (35'' cs:= 42 column strength (ksi) \50) pd1;=25 weight of sign (kips) co 22. column offset from center(feet) w:= 2 overrides wind load calculation when > 0 Oah := 43 overall height of sign, max 180 ft. II EFFECTIVE ENGINEERING SOLUTIONS Wind Load Calculations ah :=ah + .33 allowance for walkway Mdl:= pol•co•12 p := (ah +sh)-(sw)-w (p.co.12) My 1000 12•p• Oah — (sh +ah) 1 + (.8)•(cd).rOah — (sh +ah)12-(.5).col 2 JI 1000 = 26 wind load(pounds/ft2) Mdl= 6750 in-kips p=2162 7.84 force (pounds) Mv= 5839.52 in-kips ili= 9157.81 moment (in-kips) TN. 5 EFFECTIVE ENGINEERING SOLUTIONS Column Pipe Calculations Fb:= if rows(cs)= 0 (.66)•cs if °d 5 3300 ct Cs Ct (662).— + (.4)•cs otherwise cd otherwise for i e 0..rows(cs) — 1 Fb.F- (.66)•csi if Cd 3300 ct cs. c Fbi� 662•t + (.4)•csi otherwise Cd Fb [(cd)4— (cd — 2c041 sactc 32 cd Fv:= 0.4•cs Mdl fdl:= sactc m f11:_ sactc'sti s 603_8 in3 e2 3.i e 14 Fb = 27.72 ksi Fv= 16.8 ksi fd1= 11.18 33 J v 20 j fit-- 15.17 .1N= 5 EFFECTIVE ENGINEERING SOLUTIONS Column Pipe Summary Column diameter, cd= 36 in. Column thickness, ct= 0.63 in. Column Strength, es= 42 ksi \50) sactc= 603.8 in. Mfv y 2 2 2 2'sactc'sti IC:_ �(fdl +fll ) + fv Fb Fv in 011 k= 4.84 IC= 0.76 �0.63 = 5 Effective Engineering Solutions, Ltd. . 61 White Water Ct. .rum°...""m"malmimaa226114111=' New Lenox,IL 60451 DATE _815485-1470 CUSTOMER JOB 815485-0603(FAX) ENGINEER 23 5 1-14"3 WS : arr'44% 71;1d S-66: . : . Pi". :". . 1-' 1#-IR Nic lat) 1 .sref tqh-- .4.. y ' ! - • ' : - V _ 4 (20,76- 3i1 / ir 7 : . . . ' .6 D I/4 - (12-6- 7$117)1/ -irLq ?, 7.r:2-) , : . • i . • . ) 14 ' • , : : • : • z. YIN.- A - 7s- t_L_:.:_LtL._ 1 (.:.-----: -1 x_-_,--- • 01.77.ss-A oliA • 4 . . Lcuoe.)- . •U . „ treit . , .._; ir-: 2--': 17(4). : a ' 14-7P1 A 4 017.4 ) *,-) , "•--- , k, 9 . • . L' - . ' /k Iiii ! p31a -s_ y_102,0jj v: . . 7 . • ' "Ar P . 1/54/ : ck-c7 . . - : : p . z- ' ; 1,---- 99 . . . . . • ip ,... 12-idig . Iii., ... 40(5.02 .71.) 7 : 3X f to ; y , e .., y. 7 4 r , 2!I 40 . .aft. ./Vi k IV. / 1 173Z-r ei, V.- - PAGE OF Effective Engineering Solutions, Ltd. CUSTOMER 61 White Water Ct. I New Lenox,IL 60451 SATE 815-485_1470 JOB 815485-0603(FAX) ENGINEER ff or 6to.pc-i.S. (litioeni Ih : 3y/Wit. sr' Oa) i -(72//- / z/Y 1 `; is zr z j-G. )3 for �Alz z7 - . /s / f 1` T .re.33L7J" Y ; UA use 1- i is v f (iron L Jy , (, .11-) (3) = L(fi r J_ ,2J-1. h , 119 S I ?.41.(1/2 .. 8 A' L /‘ Av y olt 3 9 xi i'dee* A)ifI PAGE OF