Laserfiche WebLink
RESULTS <br /> The following represents the Pe�lues of 105%torsgreat rhrepr sentnanuo e�tr s ed <br /> t he a s s u m e d l o a d s. N o t e t h a t v a <br /> condition. <br /> Table 3. Member Capacity Summary <br /> Legs Diagonals Top Girts <br /> Elevation(ft) (50 ksi) (36 ksi) (36 ksi) <br /> 190- 180 11.3 33.7 <br /> 3.3 <br /> 180- 160 37.5 62.7 1.6 <br /> 160 - 140 51.6 77.6 03 <br /> 140 - 120 87.1 71.0 4.9 <br /> 120 - 100 58.8 88.7 6.1 <br /> 100 - 80 54.5 <br /> 77.9 8.6 <br /> 80 - 60 67.8 95.1 10.5 <br /> 60 -40 64.8 79.6 14.6 <br /> 40- 20 75.3 94.4 193 <br /> 20 -0 65.1 79.3 19.8 <br /> Table 4. Foundation Summary <br /> Current Reaction/Calculated Ca acit Com arison <br /> Current Calculated %of Capacity <br /> Reactions Reactions Ca aci * <br /> U liftJLe Ki s <br /> 549 734.1 74•y <br /> Download/Leg 493 515.7 95.f <br /> Ki s <br /> * The calculated capacities were obtained from the tower analysis done by Tower <br /> Engineering Professionals (Project# 110908, dated 07/04/11). <br /> `��',.�:..�..�:�.a:�;s�ys�>:�°''�_��.,':���` '�� <br /> ��:;,� <br />