*HEADING ecc9ghdi: *DSLOAD [CCL9H] *PREPRINT,MODEL=NO,HIST=NO *NODE,NSET=ALL 1 , 1.0000 , 0.0000 , 0.0000 101 , 0.0000 , 1.0000 , 0.0000 201 , -1.0000 , 0.0000 , 0.0000 3 , 4.0000 , 0.0000 , 0.0000 103 , 0.0000 , 4.0000 , 0.0000 203 , -4.0000 , 0.0000 , 0.0000 7 , 1.0000 , 0.0000 , 3.0000 107 , 0.0000 , 1.0000 , 3.0000 207 , -1.0000 , 0.0000 , 3.0000 9 , 4.0000 , 0.0000 , 3.0000 109 , 0.0000 , 4.0000 , 3.0000 209 , -4.0000 , 0.0000 , 3.0000 *surface, NAME=SIDE_1 1, S1 2, S1 *surface, NAME=SIDE_2 1, S2 2, S2 *surface, NAME=SIDE_3 1, S3 *surface, NAME=SIDE_4 1, S4 *surface, NAME=SIDE_5 1, S5 *ELEMENT,TYPE=CCL9H, ELSET=EALL 1, 201, 203, 209, 1, 3, 9, 101, 103, 109, 2, 201, 209, 207, 1, 9, 7, 101, 109, 107, *SOLID SECTION ,ELSET=EALL,MATERIA= A1 *TRANSFORM,TYPE=C,NSET=ALL 0.0, 0.0, 0.0, 0.0, 0.0, 1.0 *MATERIAL,NAME=A1 *ELASTIC 3.E6,0.3 *BOUNDARY ALL,1,3 *************************** *STEP,PERTURBATION -- P LOAD TYPE, FACE 1 -- *STATIC *DSLOAD SIDE_1,P,3000. *EL PRINT LOADS, *NODE PRINT,TOT=YES RF, *OUTPUT,FIELD *NODE OUTPUT RF, *OUTPUT,HISTORY,FREQ=0 *END STEP *STEP,PERTURBATION -- P LOAD TYPE, FACE 2 -- *STATIC *DSLOAD SIDE_2,P,3000. *END STEP *STEP,PERTURBATION -- P LOAD TYPE, FACE 3 -- *STATIC *DSLOAD SIDE_3,P,3000. *END STEP *STEP,PERTURBATION -- P LOAD TYPE, FACE 4 -- *STATIC *DSLOAD SIDE_4,P,3000. *END STEP *STEP,PERTURBATION -- P LOAD TYPE, FACE 5 -- *STATIC *DSLOAD SIDE_5,P,3000. *END STEP *STEP,PERTURBATION -- HP LOAD TYPE, FACE 1 -- *STATIC *DSLOAD SIDE_1,HP,3000.,3.,0. *END STEP *STEP,PERTURBATION -- HP LOAD TYPE, FACE 2 -- *STATIC *DSLOAD SIDE_2,HP,3000.,3.,0. *END STEP *STEP,PERTURBATION -- HP LOAD TYPE, FACE 3 -- *STATIC *DSLOAD SIDE_3,HP,3000.,3.,0. *END STEP *STEP,PERTURBATION -- HP LOAD TYPE, FACE 4 -- *STATIC *DSLOAD SIDE_4,HP,3000.,3.,0. *END STEP *STEP,PERTURBATION -- HP LOAD TYPE, FACE 5 -- *STATIC *DSLOAD SIDE_5,HP,3000.,3.,0. *END STEP