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ID number:733969
 
Author:
Evaluation:
Published: 22.12.2010.
Language: Latvian
Level: College/University
Literature: n/a
References: Not used
Extract

Izejas dati

Šķērsrāmja laidums L = 36m;
Kolonnu izvietojuma solis B = 6m;
Celtņu skaits n = 1 gab;
Celtņa darbības režīms – 6K
Celtņa celtspēja Q = 100/20 tf
Kombinācijas koeficients ψ = 1,0
Būves nozīmīguma koeficients γn = 1,0
Slodžu drošuma koeficients γf = 1,1
Sliedes tips KP – 120, hsl = 170 mm
Slodžu aprēķins

Normatīvās riteņu slodzes: Fk1,max = 490kN, Fk2,max = 510kN
Ratiņu svars GT = 410 kN
Celtņa svars ar ratiņiem: Gk = 1650 kN

Aprēķina slodzes

Dinamiskuma koeficients kd1 = 1,1…

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