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ID number:191560
Published: 17.05.2010.
Language: Latvian
Level: College/University
Literature: n/a
References: Not used

1. Uzdevums

Noteikt spiesta stata ļodzes pretestību, ņemot vērā stata slaidumu λ, saskaņā ar 1.tabulā dotajiem izejas datiem. Stats ir nostiprināts pret ļodzi ik pēc 3.5 m y ass virzienā, bet z-ass virzienā stats ir nostiprināts tikai galos.


Stata profils – dubult T profils Nr.: 914x419x388
Spiedes spēks: NED =1200 kN
Tērauda klase: S275

2. Uzdevums

Noteikt laiduma galos nostiprinātas divbalstu sijas pretestību kombinētai bīdes un lieces iedarbībai, saskaņā ar dotajiem datiem. Aprēķinā ņemt vērā sijas pašsvaru.
Sijas profils – dubult T profils Nr.: 406x178x74
Tērauda klase: S275

2.1.1. Noteikt slodzi un drošības koeficientus.

Kustīgā slodze: q=9,5 kN/m
Pašsvara slodze: g=74,2 kg/m = 0,742 kN/m
Kustīgās slodzes drošibas koeficients: γF = 1,35
Pašsvara slodzes drošības koeficients: γF = 1,35…

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