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ID number:404493
 
Author:
Evaluation:
Published: 14.09.2023.
Language: Latvian
Level: College/University
Literature: n/a
References: Not used
Time period viewed: 2021 - 2025 years
Extract

1. Pārsegumu pašsvara izraisītās slodzes
a) Ēkas jumta pārseguma konstrukciju pašsvara slodze

Nr.p.k. slodzi veidojošās sastāv-daļas un to raksturojumi slodžu raks¬¬turīgā (normatīvā) vēr¬¬tība
gk = ρ  t [kN/m2] slodžu drošuma koeficients
F slodžu aprēķina vērtība
gd = gk  F [kN/m2]
1. Hidroizolācija - 3 kārtas ruberoīda bitumena mastikā 0.15 1.35 0.2025
2. Cementbetona izlīdzinošā kārta 20kN/m3 * 0.03m = 0.6 1.35 0.81
3. Siltumizolācija 10kN/m3 * 0.15m = 1.5 1.35 2.025
4. Monolīta dzelzsbetona plātne 25kN/m3 * 0.10m = 2.5 1.35 3.375
5. Nesošās tērauda konstrukcijas 0.55 1.35 0.7425
∑gk = 5.3 kPa ∑gd = 7.155 kPa…

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