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ATT New Evidence Submitted During First Open Record Period
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ATT New Evidence Submitted During First Open Record Period
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Last modified
6/19/2015 4:11:17 PM
Creation date
6/18/2015 10:30:06 AM
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Template:
PDD_Planning_Development
File Type
CU
File Year
14
File Sequence Number
3
Application Name
ATT AT CROSSFIRE
Document Type
Public Comments submitted after hearings official hearing
Document_Date
6/17/2015
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Yes
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tnxTower <br />Job <br />Page <br />ATT EG46 Fox Hollow <br />10 of 13 <br />ISE Incoporated <br />Project <br />Date <br />PO Box 50039 <br />ISE Job No. 9437 <br />12:03:43 06/11/15 <br />Phoenix, AZ85076 <br />Client <br />Designed by <br />Phone: (602) 403-8614 <br />Larson Camouflage <br />MEN <br />FAX: (623) 321-1283 <br />Section Elevation Component Condition <br />Gov. <br />Axial <br />Major Axis <br />MinorAxis <br />No. ft Type <br />Load <br />Moment <br />Moment <br />Comb. <br />K <br />kip ft <br />kip ft <br />Max. Compression <br />8 <br />-19.636 <br />0.000 <br />0.000 <br />Max. Mx <br />4 <br />-17.665 <br />-1462.625 <br />0.000 <br />Max. My <br />6 <br />-17.665 <br />0.000 <br />-1462.625 <br />Max. Vy <br />4 <br />33.940 <br />-1462.625 <br />0.000 <br />Max. Vx <br />2 <br />-33.940 <br />0.000 <br />1462.625 <br />Maximum Reactions <br />Location Condition <br />Gov. <br />Load <br />Comb. <br />Vertical <br />K <br />Horizontal, X <br />K <br />Horizontal, Z <br />K <br />Pole Max. Vert <br />8 <br />19.636 <br />0.000 <br />0.000 <br />Max. H„ <br />14 <br />14.747 <br />0.000 <br />-9.453 <br />Max. Hz, <br />2 <br />17.696 <br />0.000 <br />33.924 <br />Max. Mx <br />2 <br />1462.625 <br />0.000 <br />33.924 <br />Max. Mz <br />4 <br />1462.625 <br />-33.924 <br />0.000 <br />Max. Torsion <br />4 <br />0.000 <br />-33.924 <br />0.000 <br />Min. Vert <br />3 <br />13.272 <br />0.000 <br />33.924 <br />Min. Hx <br />4 <br />17.696 <br />-33.924 <br />0.000 <br />Min. H,, <br />6 <br />17.696 <br />0.000 <br />-33.924 <br />Min. M. <br />6 <br />-1462.625 <br />0.000 <br />-33.924 <br />Min. M <br />6 <br />0.000 <br />0.000 <br />-33.924 <br />Min. Torsion <br />13 <br />0.000 <br />-9.453 <br />0.000 <br />Tower Mast Reaction Summary <br />Load Vertical Shears Shear- Overturning Overturning Torque <br />Combination Moment, M.,- Moment, AL <br />K K K <br />Dead Only <br />14.747 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />1.2 Dead+1.6 Wind 0 deg - No <br />17.696 <br />0.000 <br />-33.924 <br />-1462.625 <br />0.000 <br />0.000 <br />Ice <br />0.9 Dead+1.6 Wind 0 deg - No <br />13.272 <br />0.000 <br />-33.924 <br />-1455.513 <br />0.000 <br />0.000 <br />Ice <br />1.2 Dead+1.6 Wind 90 deg - No <br />17.696 <br />33.924 <br />0.000 <br />0.000 <br />-1462.625 <br />0.000 <br />Ice <br />0.9 Dead+1.6 Wind 90 deg - No <br />13.272 <br />33.924 <br />0.000 <br />0.000 <br />-1455.513 <br />0.000 <br />Ice <br />1.2 Dead+1.6 Wind 180 deg - <br />17.696 <br />0.000 <br />33.924 <br />1462.625 <br />0.000 <br />0.000 <br />No Ice <br />0.9 Dead+1.6 Wind 180 deg - <br />13.272 <br />0.000 <br />33.924 <br />1455.513 <br />0.000 <br />0.000 <br />No Ice <br />1.2 Dead+1.0 Ice+1.0 Temp <br />19.636 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />1.2 Dead+1.0 Wind 0 deg+1.0 <br />19.636 <br />0.000 <br />-1.293 <br />-66.810 <br />0.000 <br />0.000 <br />Ice+1.0 Temp <br />1.2 Dead+1.0 Wind 90 deg+1.0 <br />19.636 <br />1.293 <br />0.000 <br />0.000 <br />-66.810 <br />0.000 <br />Ice+1.0 Temp <br />1.2 Dead+1.0 Wind 180 <br />19.636 <br />0.000 <br />1.293 <br />66.810 <br />0.000 <br />0.000 <br />deg+1.0 Ice+1.0 Temp <br />Dead+Wind 0 deg - Service <br />14.747 <br />0.000 <br />-9.453 <br />-406.629 <br />0.000 <br />0.000 <br />Dead+Wind 90 deg - Service <br />14.747 <br />9.453 <br />0.000 <br />0.000 <br />-406.629 <br />0.000 <br />Dead+Wind 180 deg - Service <br />14.747 <br />0.000 <br />9.453 <br />406.629 <br />0.000 <br />0.000 <br />
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