Open victorkemp opened 1 year ago
External forces at the constrained end of this beam should be (x, y, z) = (-0.25, -0.25, 0) (-0.25, -0.25, 0) (-0.25, -0.25, 0) (-0.25, -0.25, 0)
but they are
(-0.5, -0.25, -0.17678) (-0.25, -0.25, -0.17678) (-0.25, -0.25, 0) (-0.25, -0.25, 0)
*NODE 1,0,0,0 2,0.002,0.002,0 3,0.001,0.001,0 *ELEMENT,TYPE=B31,ELSET=Default 1,3,2 2,1,3 *MATERIAL,NAME=material *ELASTIC,TYPE=ISOTROPIC 100000000000,0 *BEAM SECTION,ELSET=Default,MATERIAL=material,SECTION=RECT 0.001,0.001 0,0,1 *BOUNDARY 1,1,6,0 *STEP *STATIC *CLOAD 2,1,1 2,2,1 *NODE FILE U,RF *END STEP
External forces at the constrained end of this beam should be (x, y, z) = (-0.25, -0.25, 0) (-0.25, -0.25, 0) (-0.25, -0.25, 0) (-0.25, -0.25, 0)
but they are
(-0.5, -0.25, -0.17678) (-0.25, -0.25, -0.17678) (-0.25, -0.25, 0) (-0.25, -0.25, 0)