Operating ability evaluating of main beam pipeline saddle

Abstract

In next chapters is done load parameters calculation of main beam pipe saddle on level -929 m in shaft no. 2 of mine Dukla, Mine Lazy, v.o.j. OKD, a.s. All universal sections we evaluated like supported beams, because during shaft operating is able to consider, that in rigid fixing places to concrete masonry took place beam and concrete gall.