【文章內(nèi)容簡介】 000003 4 .000000 .000003 0 .000003 5 .000000 .000003 0 .000003 6 .000000 .000003 0 .000003 7 .000001 .000003 0 .000003 8 .000001 .000003 0 .000003 9 .000001 .000003 0 .000003 10 .000001 .000004 0 .000004 11 .000000 .000004 1 .000004 12 .000000 .000005 1 .000005 13 .000000 .000004 1 .000004 14 .000004 0 .000004 15 .000003 0 .000003 16 .000003 0 .000003 17 .000003 0 .000003 18 .000000 .000003 0 .000003 19 .000000 .000003 0 .000003 20 .000000 .000003 0 .000003 21 .000000 .000003 0 .000003 22 .000000 .000003 0 .000003 23 .000000 .000003 1 .000003 2STEP NO. XDISP. YDISP. XSPRING YSPRING RDISP. 1 .000000 .000003 0 .000003 2 .000000 .000003 1 .000003 3 .000000 .000003 1 .000003 4 .000000 .000003 1 .000003 5 .000000 .000003 1 .000003 6 .000000 .000003 1 .000003 7 .000000 .000003 1 .000003 8 .000000 .000003 1 .000003 9 .000000 .000003 1 .000003 10 .000000 .000003 1 .000003 11 .000000 .000003 1 .000003 12 .000000 .000004 0 .000004 13 .000000 .000003 1 .000003 14 .000000 .000003 1 .000003 15 .000000 .000003 1 .000003 16 .000000 .000003 1 .000003 17 .000000 .000003 1 .000003 18 .000000 .000003 1 .000003 19 .000000 .000003 1 .000003 20 .000000 .000003 1 .000003 21 .000000 .000003 1 .000003 22 .000000 .000003 1 .000003 23 .000000 .000003 0 .000003 3STEP NO. XDISP. YDISP. XSPRING YSPRING RDISP. 1 .000000 .000003 0 .000003 2 .000000 .000003 0 .000003 3 .000000 .000003 0 .000003 4 .000000 .000003 0 .000003 5 .000003 0 .000003 6 .000003 0 .000003 7 .000000 .000003 0 .000003 8 .000000 .000003 1 .000003 9 .000000 .000003 1 .000003 10 .000000 .000003 1 .000003 11 .000000 .000003 0 .000003 12 .000000 .000004 0 .000004 13 .000000 .000003 0 .000003 14 .000000 .000003 1 .000003 15 .000000 .000003 1 .000003 16 .000000 .000003 1 .000003 17 .000000 .000003 0 .000003 18 .000001 .000003 0 .000003 19 .000001 .000003 0 .000003 20 .000000 .000003 0 .000003 21 .000000 .000003 0 .000003 22 .000000 .000003 0 .000003 23 .000000 .000003 0 .000003 4STEP NO. XDISP. YDISP. XSPRING YSPRING RDISP. 1 .000000 .000003 0 .000003 2 .000000 .000003 0 .000003 3 .000000 .000003 0 .000003 4 .000003 0 .000003 5 .000003 0 .000003 6 .000003 0 .000003 7 .000003 0 .000003 8 .000000 .000003 0 .000003 9 .000000 .000003 1 .000003 10 .000000 .000003 1 .000003 11 .000000 .000003 1 .000003 12 .000000 .000003 0 .000003 13 .000000 .000003 1 .000003 14 .000000 .000003 1 .000003 15 .000000 .000003 1 .000003 16 .000000 .000003 0 .000003 17 .000001 .000003 0 .000003 18 .000001 .000003 0 .000003 19 .000001 .000003 0 .000003 20 .000001 .000003 0 .000003 21 .000000 .000003 0 .000003 22 .000000 .000003 0 .000003 23 .000000 .000003 0 .000003ELEMENT NODAL FORCE ELEMENT NO. NI NJ QI QJ MI MJ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 NODAL FORCE NO. N Q M 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 襯砌彎矩圖（kNm） 襯砌軸力圖（kN）五、襯砌強度檢算：襯砌強度檢算采用公式：——截面的極限承載力。 N ——截面的實際軸力。 ——《隧規(guī)》規(guī)定的強度安全系數(shù)值。① 抗壓強度控制(當e≤) ——截面寬度（計算長度,