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b <br />N <br />0 <br />1P <br />.A <br />0 <br />V <br />0 <br />L <br />Table 2. Predicted Maximum Strains and Tilt for Selected Panels, McClane Canyon Mine <br />Panel <br />Panel <br />Smax/ <br />Tensile <br />Maximum <br />Compressive <br />Maximum <br />Slope <br />Maximum <br />Ident. <br />Width/ <br />Depth <br />Strain (+E) <br />Tensile <br />Strain (-E) <br />Compressive <br />Multiplier <br />Subsidence <br />Depth <br />µs <br />Multiplier <br />Strain <br />Multiplier <br />Strain <br />(G) <br />Induced <br />Ratio <br />µs <br />µs <br />Slope <br />open crack <br />Angle <br />(in) <br />Change <br />1 <br />0.517 <br />2167 <br />0.82 <br />1780 <br />1.28 <br />2774 <br />3.33 <br />0.72% <br />(1.02) <br />0.41 ° <br />24.8 min <br />2 <br />1.425 <br />3800 <br />0.65 <br />2470 <br />0.51 <br />1938 <br />2.75 <br />1.04% <br />(1.50) <br />0.600 <br />35.9 min <br />3 <br />1.070 <br />4050 <br />0.65 <br />2630 <br />0.55 <br />2228 <br />2.77 <br />1.12% <br />(1.61) <br />0.64° <br />38.6 min <br />4 <br />0.644 <br />3196 <br />0.57 <br />1830 <br />0.94 <br />3003 <br />3.00 <br />0.96% <br />(1.06) <br />0.55° <br />33.0 min <br />5 <br />0.958 <br />4393 <br />0.65 <br />2860 <br />0.56 <br />2460 <br />2.78 <br />1.22% <br />(1.77) <br />0.700 <br />42.0 min <br />N <br />O <br />Ul <br />W <br />C <br />Cr <br />a <br />CD <br />0 <br />CD <br />C <br />2 <br />CD <br />`G <br />W <br />C <br />CL <br />CD <br />0 <br />CD <br />z <br />0 <br />0 <br />cc <br />W <br />o_ <br />W <br />C <br />Cr <br />:2 <br />CD <br />0 <br />0 <br />n <br />0 <br />0 <br />v <br />