Laserfiche WebLink
Location of predicted maximum compressive strain <br />• (Figure 7 and Table 10) <br />Distance from panel centerline <br />0.025 (1200) = 30 ft <br />Distance from panel ribside <br />30 - 320 290 ft inside panel <br />Predicted maximum tilt <br />0.10 (3.35 - 2.80) = 0.055 <br />3.35 - 0.055 = 3.295 <br />G = 3.295 (3,82/1200) 106 = 0,0105 <br />G = 0,6010 36,0 min <br />Location of maximum tilt --- position of 1/2 S~ and change from tensile <br />to compressive strain, <br />(Figure 6 and Table 9) <br />Distance from panel centerline <br />0.21 (1200) = 252 ft <br />• <br />2. <br />Distance from panel ribside <br />252 - 320 = 68 ft inside panel <br />Room and pillar panel, infinitely wide <br />(Figure 3) <br />KD <br />Lmax ~ 1 - R <br />0.0226 (366) <br />Lmax a 1 - 0.76 <br />Minimum pillar width = 15 ft <br />Extraction (R) = 0,76 <br />= 34.5 <br />Lmyx (H/W) 34.5 (8/15) = 18.4 <br />Six (%) = 8.469 + 11.95 In (18.4) = 43.3% <br />Smax (ft) _ (43.3/100) 8 = 3.46 ft <br />Panel width/depth subsidence correction <br />(Figure 5} <br />S~ = 0.9 (3.46) = 3.I1 ft <br />C J <br />z: <br />