2002-05-13_PERMIT FILE - C1981041 ‎(7)‎

• Permit No: C1981041
• IBM Index Class Name: Permit File
• Doc Date: 5/13/2002
• Doc Name: Colorado Ute Transmission Line Subsidence Prediction
• Section_Exhibit Name: TAB 20 Appendix 20-5
• Media Type: D
• Archive: No

• No virgin ground correction (data Zimitation)
Predicted maximum surface strains
(Figure 8 and Table 11)
Tensile (panel width/depth oo )
i-E 0.65 (3.11/1200) = 16904E
Location of predicted maximum tensile strain
(Figure 7 and Table 10)
Immediately over ribside for super-critical panel widths.
(Super-critical~j 1.4 times depth)
Compressive
-E = 0.51 (3.11/1200) = 1320 H f
Location of predicted maximum compressive strain
Use top line of Figure 7.
Distance from panel ribside, under +E, to -E is 0.31 times depth for
super-critical panel widths.
• 0.31 (1200) = 372 ft inside panel
Predicted maximum tilt
G 2.75 (3.11/1200) - 0.00713
G 0.4080 = 24.5 min
Location of maximum tilt
Use top line of Figure 6.
Distance from panel ribside to 1/2 S~ line is 0.15 times depth for
super-critical panel widths.
0.15 (1200) 180 ft inside panel