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<br />~- <br /> <br />1 0 l~ 2 5q" . 0 6 0 . 0 4 9 0 . 0 6 8 0 . 0 4 , 2 4 . 8 13 . 6 2 5 5 0 4 0 . 4 . 0 4 42 . 4 <br />10 J 120.0 60.0 490.0 680.0 4.24 .813 .625 5040. 4.04 42.4 <br />10 4 120.0 180.0 490.0 680,0 4.24 .813 .625 5040. 4.04 42.4 <br />10 5 240.0 180.0 490.0 680.0 4.24 .813 .625 5040. 4.04 42.4 <br />10 6 240.0 300.0 490.0 680.0 4,24 .813 .625 5040. 4.04 42.4 <br /> <br />LOCAL LOADS ON TOymR . <br /> <br />LEVEL VERT HORZ HORZ MOM MOM <br />LOAD WIND NORMAL WIND NORMAL <br /> <br />1 .45 .46 .00 .00 .00 <br />2 .00 .00 .00 .00 .00 <br />3 .00 .00 .00 .00 .00 <br />4 .10 .06 .00 .00 .00 <br />5 .43 .69 .00 .00 .00 <br />6 .00 .00 .00 .00 .00 <br />7 .00 .00 .00 .00 .00 <br />8 .15 .34 .00 ,00 .00 <br />9 .50 ,39 .00 .00 .00 <br />10 .50 ,40 .00 .00 .00 <br /> <br /> <br /> <br />700' ROHN 80 GUYED TOWER; ARDEN, MN 2736 1/30/98 *l-APEX* <br />** INPUT DATA ** <br /> <br /> <br />TO'olER DATA <br /> <br />~!m-j, OF WIND NOR"!AL . <br />SPAN LENGTH INERTIA WT. LOAD LOAD <br /> <br />1 60.0 17.66 4.53 4.93 .00 <br />2 60.0 17.66 4.53 6.06 .00 <br />3 60.0 17.66 3.72 5,92 .00 <br />4 60.0 17.66 3.74 6.40 .00 <br />5 60.0 17.66 3,72 6.40 .00 <br />6 60.0 13.04 2.52 5.16 .00 <br />7 80.0 13.04 3,83 7.76 ,00 <br />8 80.0 13.16 3.22 6.47 .00 <br />9 80,0 13.16 4.04 7,85 .00 <br />10 80,0 9.94 3.33 6.98 ,00 <br />11 20.0 9,94 1,39 2.54 .00 <br /> <br /> <br />TOP LOf.D DATA <br /> <br />HaRZ MOM VERT HORZ MOM <br />\-lIND WIND NORMAL NOm'!AL <br /> <br />.00 .00 .00 .00 .00 <br /> <br /> <br />TO'.-.'ER PANEL DATA <br /> <br />SPAN F.o.CE ,.m. TOP PMIL BOT PANL UNIF. PANL NO. BOT. LEV. TO? LEV. . <br /> <br />1 3.420 2.160 2.410 2.410 23 .00 50.00 <br />2 3.420 2,160 2.410 2.410 23 60.00 120.00 <br />2 3.420 2.160 2.410 2.410 23 120.00 ~80.00 <br />