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Ser1eS 200 Sn� r�C�� <br /> � <br /> Structural Report and Calculations - <br /> Pine Rails, Braces, and Vertical Post <br /> The racking system is composed of either a schedule 40 or a schedule 80 pipe, both of <br /> which are 1 '/z'" in diameter and have a minimuin yield strength of 35 ksi. See following <br /> details foi• labels for individual pieces. The 50 ksi Flo-Coat Tube may be used as an <br /> alternative for the typical schedule 40 and 80 pipe as listed in tl�ese calculations. See <br /> manufacturer's specifications for this pipe. <br /> There are two different kinds on installations: standard and braced. Each option comes <br /> with a 4 module panel or a 3 module panel choice. Using 2 rails is standard at the more <br /> common lower loads, but higher wind and snow loads will require 3 rails per panel. This <br /> makes for a total of 8 possible installation configurations. <br /> Each configuration has unique load capabilities for the wind and snow loads specific to <br /> each project. Pages C6-C13 illustrate the minimum nunlber of rails required for every <br /> snow and wind load combination as well as for every tilt angle. Pages 7 through 14 show <br /> each of the 8 possible system configurations. <br /> NSSE 5022 Sunrise Boule�ard Fair Oaks CA 95628(916)536-9585 Page 6 <br />