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F=12
N=102.gs
K=0.81

Y=2 t/m
D=200mm
H=10 m

n=3
n=250

𝜎 = 10 ∙ 𝑓


𝜎 = 10 ∙ 12 = 120𝑀𝑃𝑎
𝜎 = 𝜎 ∙ 0, 2 𝑀𝑃𝑎
𝜎cдв = 120 · 0. 2 = 24 𝑀𝑃𝑎

Tog’ jinsining burg’ulash qiyinligini ko’rsatgichi:




Пб = 0. 07 · (𝜎 + 𝜎cдв ) + · 0. 7
Пб = 0. 07 · (120 + 24) + 2 · 0. 7 = 11. 48
𝑃о = к∙ Пб∙ dд = 0, 8 ∙ 11. 48 ∙ 20 = 183 kN

Burg’ulashning texnik tezligi:


vB = Po * nB 0.8 / Пб 1.6 * dд = 183 * 1020.8 / 11.481.6 * 20 = 7.45 m/s


Burg’ulash stanogining smenalik unumdorligi topiladi:
AБ СМ = Тсм – (Тпз + Тр) / vБ -1 + ТB = 8-0.58 / 0.13+0.03 = 45.5
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