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John.E..Barrett. ~ Wind load Calculations 0-15 Exp. B For: I J.M. Stewart . ---. Purchase Order No.: 8402 Footer Ok Sign Type & Name: Concept 41 OCQ-41 0-N-2000 i Column Ok - _.._-~ ~ .--.- Drawing Number: D7-3296(5)-N-2011 i Bolts Tension I Ok . - I Variables: ! Bolts Shear ----+ Date: 6/4/2007 I Ok ! Approx. Sign Wt. 750 Ibs. I Footer: 1 >-_ ____ Columns: 2 --.. Wind Speed 120 mph I diameter 1.5 ft. d1 0 - . n Directionality ~ 0.85 length L: 10 ft. do 0.00 ---- -- I ------. Exposure Kz 0.57 r width W: 2 ft. b= 4 in ! .---- ---....-.--. !d= Topographical Kzt I 1.00 Height H: 3.83 ft. 4 in --l ~.. . on -- - --4--- : Importance Factor* i 1.00 Depth D: 3.5 ---- .._.. .M___ -- Gust Effect G 0.85 Bolts: Spacing: 9 in. c/I h= 3.626 in Qty: 1 k= 3.626 in Dia.: 0.334 in^2 w= 0.187 in f------- Velocity Pressure: 1 I Qz=O.OO256KzKztKdV21 I Area 1 Area 2 Area 3 Totals Area: 9.92 40.00 0.00 Velocity Pressure: 1 17.86 height 1.24 4.00 0.00 width 8.00 10.00 0.00 Cf 1.60 1.60 1.60 centroid 0.62 3.24 5.24, 2.72 ft. .- ----- - wind pressure 24.29 24.29 24.29 ---.-- Structural Material: : 46000 wind force 240.96 971.62 0.00 1212.58 Ibs -..-- _____ __u___ ---- Moment 149.40 3148.04 0.00 3297.44 Ib-in ~ - ." ,-----~.- n_~ ~- .- --~-- --- -- Steel Fb = 46,000 psi P=j F(n) -t! Col. n .-.--. "- .---.---..-.--....".- Alum. Fb= 35,000 psi ! ____3=48.805 ~ 1.0 ---...- Allowable Lateral : 400.00 i 0.7 -....--..----- S = Lateral Soil , i Pressure I 466.67 psf I 3 0.5 Allowable Soil Load 2000 psf I I -- qz = Velocity pressure at height Z I - Z = Height off groung of Sign Ratios: Kz = Velocity Pressure Exposure Coefficient** Wind Force Aspect 2.50 I = Importance Factor ~ I 971.62 Clearence 0.76 -. V = Velocity I I .- - From ASCE 7-05 Fig. 6-20 P = Design Pressure G = Gust Response I : I _______1________ --- ---.--. -- I ----. Cf = Force Coefficient for Solid Signs I Cv =Coefficient of Total Shear ---r---- +---- D = Sign Width ---!- R1= SLD/3 _-0. r -- ~ H = Sign Height 3.24 I I R1= 5444.44 Ibs ----L-___ .--+- =1==- Wind Force I SLD/3-- Calculations conform to ACSE 7-02 and e----. - 240.96 R2= FBC 2004. 1--- - -- -- _: - --f r R2= 5444.44 Ibs i Notes: .~ : : 1. From ASCE7 -05 6.5.10 -- --------+ .- 0.62 I I 3. From table 1609.6D FBC 2004 I Vs .-----t- 4. Structural Tubing ASTM A500 Grade B. - 5. Bolts are ASTM A307. a h7 6. Concrete Strength 2500 psf minimum. -== 7. From table 1610.1 FBC 2004 1 8. Steel Pipe - ASTM A53 Grade B +-- 9. Steel Plates and Bares ASTM A36 3.83 - R1 10. Structural Steel Wide Flange and WT I .,----- -. shapes ASTM A992 or ASTM A572 Grade ---- ---- . ----.--- 2.33 - --~17 -=.,- ---+ IWt I ----+----~-- ~ : 50 -- R2 ... C; I --. ~ i --------~-+ ! ~ t 0 I ----~.." --------- --_...------- -. ':-l.. -- --- .--- -- ____~_.._._'n------.----. I I -- ----- r 1.33 -- -- n _~____ -_.~- --de R3 ----L- I Florida #44816 New York #063279-1 Page 1 of 2 John F. Barrett, PE 6/4/2007 John Francis Barrett, PE 8259 Barton Farms Blvd. Sarasota, FL 34240 C:\Windloading\JM Stewart\ 8402