| 000 | 00908nam a2200349Ia 4500 | ||
|---|---|---|---|
| 003 | OSt | ||
| 005 | 20220912144703.0 | ||
| 006 | a|||||r|||| 00| 0 | ||
| 007 | ta | ||
| 008 | 220909b |||||||| |||| 00| 0 eng d | ||
| 020 | _a0071127992 (pbk) | ||
| 020 | _aSL0859862 | ||
| 024 | _a193288 | ||
| 037 | _cTextual | ||
| 040 |
_aCSL _beng _cCSL |
||
| 041 | _aeng | ||
| 082 | _aB27, M4 | ||
| 100 | _aReddy J.N | ||
| 245 | 0 | _aIntroduction to the Finite element method | |
| 250 | _a2 | ||
| 260 |
_aSingapore _bMcGraw-Hill _c1984 |
||
| 300 | _axix, 684p. ill. | ||
| 500 | _aAppendixes609-678p.; Index 679-684p. | ||
| 650 | _a Bending of beams | ||
| 650 | _a Eigenvalue | ||
| 650 | _a Plane elasticity | ||
| 650 | _aIntegral formulations | ||
| 700 | _a Woolverton Christopher J | ||
| 700 | _aReddy J.N | ||
| 942 |
_hB27, M4 _cTEXL _2CC |
||
| 999 |
_c15809 _d15809 |
||