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ID number:603805
 
Evaluation:
Published: 18.02.2009.
Language: Latvian
Level: College/University
Literature: n/a
References: Not used
Extract

Secinājumi

Darba gaitā tika noteiktas balsts reakcijas, kura slogota atbilstoši shēmai pie tabulā dotajiem datiem. Tika uzkonstruētas lieces momentu M un šķērsspēku Q epīras un veiktas stiprības pārbaudes uz normāl – un bīdes spriegumiem.
Parbaudes gaitā atklājās, ka koka sijas šķērsgriezums neder, bet metāla sijas šķērsgriezums ir izvēlēts pareizi.

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