Civil Engineering Reference
In-Depth Information
Table 3.20.
Example 3.19 Plate bending
M
x
=
0.000000000
k-in
s
x
=
0.00000
ksi
-0.093805542
-0.56283
-0.241431854
-1.44859
-0.372619154
-2.23571
-0.457957773
-2.74775
-0.487180224
-2.92308
-0.134551926
-0.80731
-0.039177480
-0.23506
-0.025067632
-0.15041
-0.036067778
-0.21641
-0.042662612
-0.25598
0.084373209
0.50624
0.258403727
1.55042
0.330357218
1.98214
0.349192954
2.09516
0.460673396
2.76404
0.605975261
3.63585
0.647615145
3.88569
0.774999710
4.65000
0.832219502
4.99332
0.894489044
5.36693
REfEREncES
Gauss, C.F. 1801.
Disquisitiones Arithmeticae.
Lipsia, Germany.
Romberg, W. 1955.
Vereinfachte numerische Integration
. Trondheim, Norway:
Det Kongelige Norske Videnskabers Selskab Forhandlinger.
Salvadori, M., and M. Baron. 1961.
Numerical Methods in Engineering
. 2nd ed.
Englewood Cliffs, New Jersey: Prentice-Hall.
Simpson, T. 1750.
Doctrine and Application of Fluxions
.
London, England.
Timoshenko, S., and S. Woinowsky-Krieger. 1959.
Theory of Plates and Shells
.
2nd ed. New York, New York: McGraw-Hill.
