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PROJECT PROJECT NO.NO. <br />SUBJECT BY DATE <br />OF <br />Blaney Engineering, Inc.CMH Solutions, Inc.2016_019 <br />1040 Woodcock Road <br />Suite 214 <br />Orlando, FL 32803 <br />Tel: 407.849.8910 Fax: 407.849.8910 <br />offices@blaneyengineering.com <br />Pelican Community Park <br />Miami-Dade County, FL <br />5/16"x18 Bolt Capacity <br />20 Gage Panel to 1/8" Steel SYB 5/12/2016 <br />2)For 0.038 in <= tc <= 2/n where n = number of threads per unit length for a screw <br />n = therefore, 2/n = 0.111 <br />Ks D tc =lb <br />where, <br />=in <br />= ksi <br />Ks = <br />Pull-Over <br />The nominal pull-over strength, Pnov, for pulling connected material over the head of a screw or washer <br />C t1 =lb <br />where, <br />=in <br />= ksi <br />= <br />=in <br />=in <br />18 <br />Fty2 1688 <br />tc is depth of full thread engagement of <br />screw into t2 not including tapping or <br />drilling point <br />0.125 <br />C is coefficient dependent on screw <br />locations <br />0.7 <br />Fty2 (18 gage stl) 36 <br />Tensile yield strength of member not in <br />contact with the screw head <br />1.2 <br />Fty2 (Dws - Dh) 473 <br />Dws larger of the nominal washer diameter <br />and the screw head <br />0.750 <br />Dh nominal hole diameter 0.25 <br />0.0375t1 (thickness of member in contact with the <br />screw head) <br />Fty2 (Sheet Steel) 36 <br />Tensile yield strength of member not in <br />contact with the screw head <br />Pelican Community Park <br />City of Sunny Isles Beach, FL <br />Page 15 of 19