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<br />Name: <br />Project: <br /> <br />Allen Industries, Inc. <br />Car Wash <br /> <br />Robert W. Wall <br /> <br />Wind Speed <br />Mean Height <br /> <br />110 mph <br />60 ft <br /> <br />UWihd Loads. meet SBBel:' <br />.,...,":::O:.'{,....',.:.':'.<....-'-,:'...'.,.>...>..:._....:::: ,>,-'-... <br />standards per section 1606 <br /> <br />Wind Pressure rNP) <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 />j '" RETAINERS <br /> <br />8'-1" <br /> <br />L <br />I <br /> <br />. <br /> <br /> <br />" <br />o <br />c-:. <br /> <br />. <br /> <br />Letter Height (in) 2ft o in <br />Letter Width (in) 8ft 1 in <br />Number ot Bolts 4 Shear Value 400 Ibs <br /> Tension Value 352 Ibs <br />Area 16.167 sq ft <br />Shear per bolt = Area * 1 0 pst 40.42 Ibs <br />Tension per bolt =Pressure * Area 223.50 Ibs <br /> <br />Bolt Value=Shear per bolt / Shear Value + Tension per Bolt / Tension Value <br /> <br />IBolt Value <br /> <br />0.74 < 1.33 O.K. <br /> <br />Use 2 rows - 3/8" x 2" emb. Lag Bolts with 2 Bolts per row. (4 total) <br /> <br />~M <br />-z\\~\L9\ <br /> <br />All wind loads are designed per ASCE 7-93. <br />