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<br />Name: <br />Project: <br /> <br />Allen Industries <br />Hess <br /> <br />Robert W. Wall <br /> <br />Wind Speed <br />Mean Height <br /> <br />110 mph <br />60 ft <br /> <br />nWind' L..oads meef SBBel': <br />standards per section 1606 <br /> <br />Wind Pressure 0NP) <br />Shape Factor (SF) <br /> <br />36.865 pst <br />1.5 <br /> <br />Total Pressure = WP*SF <br /> <br />55.298 pst <br /> <br /> ~ <br />Letter Height (in) 3ft o in <br />Letter Width (in) 6ft 7 in <br />Number ot Bolts 8 Shear Value 400 Ibs <br /> Tension Value 352 Ibs <br />Area 19.75 sq ft <br />Shear per bolt = Area * 1 0 pst 24.69 Ibs <br />Tension per bolt =Pressure * Area 136.52 Ibs <br /> <br /> <br />6'..a 518" <br /> <br />I <br />. <br /> <br />3'.103/8" <br /> <br />. ~REEN" TO MATCH <br />HOLLY GREEN <br /> <br />Bolt Value=Shear per bolt / Shear Value + Tension per Bolt / Tension Value <br /> <br />JBOlf Value <br /> <br />0.45 < 1.33 O.K. <br /> <br />Use 2 rows - 3/8" dia. x 2" emb. Lag Bolts, with 2 bolts per row in the "Hess" portion. (4 total) <br />Use 2 rows - 3/8" dia. x 2" emb. Lag Bolts, with 2 bolts per row in the "Express" portion. (4 tot <br /> <br /> <br />All wind loads are designed per ASCE 7-93. <br />