S10A, S10B: Bending of a Solid Beam
REFERENCE:
Roark, R. J., r0;Formulas for Stress and Strain,r1; 4th Edition, McGraw-Hill Book Co.,
New York, 1965, pp. 104-106.
PROBLEM:
A beam of length L and height h is built-in at one end and loaded at free end: (A)
with a shear force F, and (B) a moment M. Determine the deflection at the free end.
GIVEN:
L = 10 in
h = 2 in
E = 30 x 106 psi
n = 0
F = 300 lb
M = 2000 in-lb
MODELING HINTS:
Two load cases have been used (S10A, S10B).
1. Four forces equal to F/4 have been applied at nodes 21, 22, 23, and 24 in xz
direction (S10A), and,
2. Two couples equal M/2 have been applied at nodes 21, 22, 23 and 24 (S10B).

PRINT U NODAL SOLUTION PER NODE

***** POST1 NODAL DEGREE OF FREEDOM LISTING *****

LOAD STEP= 1 SUBSTEP= 1
TIME= 1.0000 LOAD CASE= 0

THE FOLLOWING DEGREE OF FREEDOM RESULTS ARE IN THE GLOBAL COORDINATE SYSTEM

NODE UY
1 0.0000
2 0.0000
3 0.43421E-05
4 0.0000
5 0.25615E-06
6 0.0000
7 0.43421E-05
8 0.25615E-06
9 0.53181E-02
10 0.53181E-02
11 0.56858E-02
12 0.58117E-02
13 0.55606E-02
14 0.58117E-02

$ Output from COS2NAS translator Version 2.5
$ Date : 1/21/2009 Time: 22:39:45
ID,NASTRAN,s10
TIME 3600
SOL 24
CEND
TITLE=S10B: BENDING OF A SOLID BEAM
ECHO=NONE
SUBCASE 1
DISP(PUNCH)=ALL
OLOAD(PUNCH) =ALL
ELSTRESS(PUNCH)=ALL
ELSTRAIN(PUNCH)=ALL
ELFORCE(PUNCH) =ALL
SPCFORCE(PUNCH)= ALL
AUTOSPC,YES
SPC=100
LOAD= 201
BEGIN BULK
CORD2C,1,0,0.00000,0.00000,0.00000,0.00000,0.00000,1.0000,+C1
+C1,1.0000,0.00000,0.00000
CORD2S,2,0,0.00000,0.00000,0.00000,0.00000,0.00000,1.0000,+C2
+C2,1.0000,0.00000,0.00000
GRID,1,0,0.000+00,0.000+00,0.000+00,,,
GRID,2,0,0.000+00,0.000+00,0.200+01,,,
GRID,3,0,0.000+00,0.100+01,0.000+00,,,
GRID,4,0,0.000+00,0.100+01,0.200+01,,,
GRID,5,0,0.200+01,0.000+00,0.000+00,,,
GRID,6,0,0.200+01,0.000+00,0.200+01,,,
GRID,7,0,0.200+01,0.100+01,0.000+00,,,
GRID,8,0,0.200+01,0.100+01,0.200+01,,,
GRID,9,0,0.400+01,0.000+00,0.000+00,,,
GRID,10,0,0.400+01,0.000+00,0.200+01,,,
GRID,11,0,0.400+01,0.100+01,0.000+00,,,
GRID,12,0,0.400+01,0.100+01,0.200+01,,,
GRID,13,0,0.600+01,0.000+00,0.000+00,,,
GRID,14,0,0.600+01,0.000+00,0.200+01,,,
GRID,15,0,0.600+01,0.100+01,0.000+00,,,
GRID,16,0,0.600+01,0.100+01,0.200+01,,,
GRID,17,0,0.800+01,0.000+00,0.000+00,,,
GRID,18,0,0.800+01,0.000+00,0.200+01,,,
GRID,19,0,0.800+01,0.100+01,0.000+00,,,
GRID,20,0,0.800+01,0.100+01,0.200+01,,,
GRID,21,0,0.100+02,0.000+00,0.000+00,,,
GRID,22,0,0.100+02,0.000+00,0.200+01,,,
GRID,23,0,0.100+02,0.100+01,0.000+00,,,
GRID,24,0,0.100+02,0.100+01,0.200+01,,,
CHEXA,1,1,5,6,8,7,1,2,+C3
+C3,4,3
CHEXA,2,1,9,10,12,11,5,6,+C4
+C4,8,7
CHEXA,3,1,13,14,16,15,9,10,+C5
+C5,12,11
CHEXA,4,1,17,18,20,19,13,14,+C6
+C6,16,15
CHEXA,5,1,21,22,24,23,17,18,+C7
+C7,20,19
SPC,100,1,123456,0.000+00,
SPC,100,2,123456,0.000+00,
SPC,100,3,123456,0.000+00,
SPC,100,4,123456,0.000+00,
FORCE,201,21,0,1.0,-500.000,0.000000,0.000000,
FORCE,201,22,0,1.0,500.000,0.000000,0.000000,
FORCE,201,23,0,1.0,-500.000,0.000000,0.000000,
FORCE,201,24,0,1.0,500.000,0.000000,0.000000,
PSOLID,1,1,0,0,
MAT1,1,0.300+08,,0.300000,
ENDDATA