公路隧道二次衬砌受力分析
-10609.
106 -0.38455E+06-0.38257E+06-0.10247E+06 -96649. -10609. 38327.
107 -0.40102E+06-0.39682E+06 -27079. -22368. 38327. 50804.
108 -0.38943E+06-0.38438E+06 -34916. -31135. 50804. 67470.
MINIMUM VALUES
ELEM 97 82 106 106 76 75
VALUE -0.45427E+06-0.45427E+06-0.10247E+06 -43499.
MAXIMUM VALUES
ELEM 17 16 73 73 83 72
VALUE 0.27260E+06 0.27260E+06 96649. 67470.
-96649. 0.10247E+06 -43499. 67470. 11