Laserfiche WebLink
March 26, 2019 <br /> 287.667 Ft Self Support Tower Structural Analysis CC]BU No 816298 <br /> Project Number 9800.816298,Phase 4, Order 485277,Revision 1 Page.10 <br /> Section Component. Critical SF'P_aflow <br /> Elevation(ft) . Size P(K) Pass I Fail <br /> No. Type Element (K) Capacity <br /> --- I I -- TI(P)irt I 40.5 I Pass <br /> Redund <br /> Horz 1 72.2 Pass <br /> Bracing <br /> (T14) <br /> Redund <br /> Horz 2 81.7 Pass <br /> Bracing <br /> (T14) <br /> Redund <br /> Horz 3F Pass <br /> Bracing <br /> (T16) <br /> Redund <br /> Diag 1 98.2 Pass <br /> Bracing <br /> (T16) <br /> Redund <br /> Diag 2 75.5 " Pass <br /> Bracing <br /> (T16) <br /> Redund <br /> Diag 3 - 66.0 Pass <br /> Bracing <br /> R16) <br /> Redbnd Hip_ <br /> 1 Bracing 1.5 Pass <br /> (T16) <br /> Redund Hip <br /> 2 Bracing 2.0 Pass <br /> (T16) <br /> Redund Hip <br /> 3 Bracing 1.5 Pass <br /> (T16) <br /> Redund Hip <br /> Diagonal 2. 3.9 Pass <br /> Bracing <br /> (T16) <br /> Redund <br /> Sub Horz Bracing 43.6 Pass <br /> (t16) <br /> Redund <br /> Sub <br /> Diagonal 43.5 Pass <br /> Bracing <br /> (T16) <br /> Inner <br /> Bracing 2.4 Pass . <br /> (T7) <br /> Bolt Checks 64.6 Pass <br /> Rating*= 98.2 Pass .: <br /> *Rating per TIA-222-H Section 15.5 <br /> tnxTower Report—version 8.0.5.0 <br />