Beam on Elastic Foundation SOLUTION FOR BEAM ON ELASTIC FOUNDATION NUMBER OF SEGMENTS = 10 LINEARLY ELASTIC SPRING MODEL MODULUS OF ELASTICITY OF FOOTING, E = 2.170E+07 KPA UNIT WEIGHT OF FOOTING = 2.250E+01 KN/M MEMNO NP1 NP2 NP3 NP4 LENGTH WIDTH THICKNESS INERTIA, M**4 1 1 2 3 4 6.000E-01 3.000E+00 8.000E-01 1.280E-01 2 3 4 5 6 6.000E-01 3.000E+00 8.000E-01 1.280E-01 3 5 6 7 8 6.000E-01 3.000E+00 8.000E-01 1.280E-01 4 7 8 9 10 6.000E-01 3.000E+00 8.000E-01 1.280E-01 5 9 10 11 12 6.000E-01 3.000E+00 8.000E-01 1.280E-01 6 11 12 13 14 6.000E-01 3.000E+00 8.000E-01 1.280E-01 7 13 14 15 16 6.000E-01 3.000E+00 8.000E-01 1.280E-01 8 15 16 17 18 6.000E-01 3.000E+00 8.000E-01 1.280E-01 9 17 18 19 20 6.000E-01 3.000E+00 8.000E-01 1.280E-01 10 19 20 21 22 6.000E-01 3.000E+00 8.000E-01 1.280E-01 MODULUS OF SUBGRADE REACTION, Ks = 1.000E+04 + 0.000E+00*Z** 1.000E+00 KN/M*3 MODULUS OF SUBGRADE REACTION AND NODAL SPRINGS NODE NO MODULUS OF SUBGRADE REACTION, KN/M*3 NODE SPRING, KN/M 1 1.000E+04 1.800E+04 2 1.000E+04 1.800E+04 3 1.000E+04 1.800E+04 4 1.000E+04 1.800E+04 5 1.000E+04 1.800E+04 6 1.000E+04 1.800E+04 7 1.000E+04 1.800E+04 8 1.000E+04 1.800E+04 9 1.000E+04 1.800E+04 10 1.000E+04 1.800E+04 11 1.000E+04 1.800E+04 MEMBER MOMENTS, NODE REACTIONS, DEFLECTIONS, SOILPRESSURE, AND LAST USED P-MATRIX SEGNO MOMENTS--NEAR END FIRST, KN-M NODE SPG FORCE, KN ROT, RADS DEFL, M SOIL Q, KPA M, KN-M P, KN 1 5.821E-11 -7.471E+01 1 1.407E+02 1.216E-03 7.818E-03 7.818E+01 0.000E+00 1.620E+01 2 7.471E+01 -2.223E+02 2 1.538E+02 1.208E-03 8.546E-03 8.546E+01 0.000E+00 3.240E+01 3 2.223E+02 1.496E+02 3 1.667E+02 1.176E-03 9.263E-03 9.263E+01 0.000E+00 1.032E+03 4 -1.496E+02 4.332E+02 4 1.793E+02 1.168E-03 9.962E-03 9.962E+01 0.000E+00 3.240E+01 5 -4.332E+02 6.210E+02 5 1.922E+02 1.231E-03 1.068E-02 1.068E+02 0.000E+00 3.240E+01 6 -6.210E+02 7.046E+02 6 2.061E+02 1.345E-03 1.145E-02 1.145E+02 0.000E+00 3.240E+01 7 -7.046E+02 6.748E+02 7 2.214E+02 1.488E-03 1.230E-02 1.230E+02 0.000E+00 3.240E+01 8 -6.748E+02 5.215E+02 8 2.383E+02 1.637E-03 1.324E-02 1.324E+02 0.000E+00 3.240E+01 9 4.785E+02 -1.664E+02 9 2.567E+02 1.766E-03 1.426E-02 1.426E+02 1.000E+03 1.032E+03 10 1.664E+02 1.164E-10 10 2.753E+02 1.697E-03 1.529E-02 1.529E+02 0.000E+00 3.240E+01 11 2.935E+02 1.679E-03 1.631E-02 1.631E+02 0.000E+00 1.620E+01 SUM SPRING FORCES = 2.324E+03 VS SUM APPLIED FORCES = 2.324E+03 KN APPLIED FORCES ADJUSTED FOR NONLIN SOIL REACTION WHEN SPRINGS ARE ZEROED +++++++