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EON NO./ <br /> PAGE 10 OF 13 <br /> ARSENE PROFESSIONAL ENGINEERS INC. <br /> CALCULATION SHEET <br /> Project 16 TAEC-005 Site Location CASCADE HIGH SCHOOL N.WATER TANK <br /> Subject STRUCTURAL ASSESSMENT OF T-MOBILE SITE SE01845A Sheet of <br /> REV 1 ORIGINATOR 1 DATE I REVIEWER 1 DATE II REV 1 ORIGINATOR I DATE 1 REVIEWER 1 DATE <br /> 0 F.ARSENE 05/11/2016 <br /> O <br /> HSSRound 2.875x0.203 <br /> ® 2112X21/2X114 <br /> 0 L21/2X21/2X1/4 <br /> 0L6X6X3/8 <br /> , <br /> ®L21/2X21/2X1/4 �4 /NV \ <br /> V" - <br /> 4c. <br /> ! � /2" <br /> �— U BOLTSx215/16"x1/4"x3 <br /> \L21/2X21/2X1/4e <br /> 0L2 112X2 1/2X1/,i <br /> 1/2"DIA.ASTM A325 I L6X6X3/80 <br /> / TYP <br /> .......- <br /> The <br /> The most onerous load combination is the wind load combination: <br /> 1.2D + 1.0W <br /> The pipe is mounted on the center of the water tank handrail, with mounts on the top and the <br /> bottom rail. The distance between supports is 2'-0" and has 3'-0" top and bottom cantilevers. <br /> ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) <br />