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E:ngioeertng oeslgn is in accordance with the 1965 edition of 938C f4br 33 PS► reylon-
Engineering calculations are for sign support structure and foundation.
Section Area PSF Force Centroid Moment
t 12+).0 sq.ft. 1 33,0 PSF = 3,961,0 lbs. X 31.00 ft. = 122,760.0 ft.lbs.
2 0.6 sq.ft. X 33.0 PSF = 19.3 ibs. N 26.50 ft. 510.1 ft.lbs,
3 30.0 sq.ft. X 33.0 PSF'- 990.0 lbs. 1 25.04 ft. = E4,750.0 ft.lbs.
4 t4.0 sq.ft. N 33.0 PSF = 462.0 lbs. X 12.00 ft. = 5,544.0 ft.lbs.
153,564.1 ft.lbs. / i poles = 153,564.1 ft.lbs. per pole,
153,554.1 ft.lbs. X 12 / 311E0') = S9.83 in."3 req'd.
14 in. X-stg. pipe w/ .500 in. will at 72 lbs. l ft. yields 69.1 in 3.
Steel to be 36 KS1 yield stress, and welding to be in accordance with AWS al.t-81.
A pad base would be 3.25 ft. deep 1 6 ft, wide X 12 ft. long (perpendicular to face) per pole.
This base uses 8.7 yds. of 3000 PSI concrete per pole.
Foundation design is based on an allowable soil bearing pressure of 200 PSF.
Reinforcement steel shall be grade 40, and a 3 inch concrete cover sha11 be maintained.
Sign and structure weight per pole is assumed at 2,000.0 lbs. per pole.
00 X 6 % 12 1 100 = t'WJ lbs. of dirt cover oaer base.
3.25 X 6 1 12 X 150 = 35,100.0 lbs. of concrete in base.
36,900.0 1 6 X .67 = 156,378.0 ft.lbs. of R.M. whic`, is g.•eater than 153,564.1 ft.lbs. required per pole.
13
RICHARDSON ENGINEERING
131 Zelma St.
ORLANDO, FL 32803 MIG, by
T-+IS Dt9GN 15 THE EXCIUSIVE PROPERTY OF MEtWEB SOGNS INC AND MAY NOT 1
PE REPOODUCED IN WHOLE OR IN PART WITHOLJI THEIR WRITTEN CprvSENT �f
DIMENSION`. MAY VARY SLIGHTLY BECAUSE OF PRACTICAL LIMITATIONS INHERENT WITH FABRICATION
I ,f W APPPOYAI DATE:
REVISIONS
OATe -Wo I SPE:CIAL NOTEi •
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