| 000 | 01261cam a22004577a 4500 | ||
|---|---|---|---|
| 001 | 005990 | ||
| 003 | armpuni | ||
| 005 | 20160923155816.0 | ||
| 008 | 160923s1963####xx#a##########000#0#und#d | ||
| 040 |
_aarmpuni _carmpuni |
||
| 041 | _aen | ||
| 080 | _a620.17 | ||
| 100 | 1 | _aPanlilio, F. | |
| 245 | 1 | 0 |
_aElementary theory of structural strength / _cF. Panlilio |
| 260 |
_aNew York : _bJohn Wiley & Sons, Inc., _cc1963 |
||
| 300 | _a478 p.;, 23,5 cm. | ||
| 650 | 7 |
_abeam deflections _2LEMB |
|
| 650 | 7 |
_abeam strength _2LEMB |
|
| 650 | 7 |
_abending _2LEMB |
|
| 650 | 7 |
_acolumn action _2LEMB |
|
| 650 | 7 |
_acombined loading _2LEMB |
|
| 650 | 7 |
_acompression _2LEMB |
|
| 650 | 7 |
_aductility _2LEMB |
|
| 650 | 7 |
_aenergy concepts _2LEMB |
|
| 650 | 7 |
_aenergy _2LEMB |
|
| 650 | 7 |
_afailure _2LEMB |
|
| 650 | 7 |
_amoment _2LEMB |
|
| 650 | 7 |
_aredundantly supported members _2LEMB |
|
| 650 | 7 |
_arolled steel shapes _2LEMB |
|
| 650 | 7 |
_arolled steel _2LEMB |
|
| 650 | 7 |
_arolled _2LEMB |
|
| 650 | 7 |
_ashear force _2LEMB |
|
| 650 | 7 |
_astatic loading _2LEMB |
|
| 650 | 7 |
_astrain _2LEMB |
|
| 650 | 7 |
_astress _2LEMB |
|
| 650 | 7 |
_atension _2LEMB |
|
| 650 | 7 |
_atheories of failure _2LEMB |
|
| 650 | 7 |
_atorsion _2LEMB |
|
| 942 |
_cLB _2cdu |
||
| 945 |
_aJPA _d2006-08-08 |
||
| 999 |
_c5989 _d7164 |
||