| 000 | 01286mc a2200409a 44500 | ||
|---|---|---|---|
| 001 | NM002351 | ||
| 003 | AR-HaUTN | ||
| 007 | ta | ||
| 008 | 51020sc. 1 ||||||||||||||000 | spa|| | ||
| 005 | 20240917164209.0 | ||
| 040 | _aAR-HaUTN | ||
| 100 |
_aNash, William A. _96509 |
||
| 245 |
_aStrength of materials _btheory and problems _cWilliam A. Nash |
||
| 250 | _a[1st?] ed. | ||
| 260 |
_aNew York _bSchaum |
||
| 300 |
_a301 p. _bgráficos |
||
| 490 | _aSchaum | ||
| 500 | _aIndice alfabético, al final del libro | ||
| 505 | _tTension and compression | ||
| 505 | _tStatically indeterminate force systems | ||
| 505 | _tThinwalled cylinders and spheres | ||
| 505 | _tDirect shear stresses | ||
| 505 | _tTorsion | ||
| 505 | _tShearing force and bending moment | ||
| 505 | _tCentroids and moments of inertia of plane areas | ||
| 505 | _tStresses in beams | ||
| 505 | _tDeflection of beams. Doubleintegration method | ||
| 505 | _tDeflection of beams. Momentarea method | ||
| 505 | _tStatically indeterminate beams | ||
| 505 | _tColumns | ||
| 505 | _tRiveted joints | ||
| 505 | _tWelded connections | ||
| 505 | _tCombined stresses | ||
| 505 | _tEccentrically loaded members and members subject to combined loadings | ||
| 505 | _tReinforced concrete | ||
| 942 | _cBK | ||
| 999 |
_c2351 _d2351 |
||