Calculation Methods of Standard Surface Area of Flat Roofs for Internal Wasteway through Cast Iron Pipe and Funnel Set-point Diameters in the Transcarpathian Region

Journal Title: Металлические конструкции - Year 2017, Vol 23, Issue 1

Abstract

The calculation of standard surface areas of flat roofs made by SNiP II-32-74 and DBN V.2.5-75 2013 and according to data III B and IV climatic regions excluding the results of observations of precipitation at 9 weather stations of Transcarpathian region. For the standard surface area calculation of flat roofs it is suggested using materials observations of rainfall in 1889–2014 years in at 9 weather stations of the Trans¬carpathian region with appropriate heights above the Baltic Sea: Coast – 113.0 m, Uzhhorod – 114.6 m, Big Bereznyj – 209.0 m, Hust – 166.0 m, Rachel – 438.0 m, Intermountain – 456.0 m, Lower Gate – 500.0 m, Lower Jelly – 615.0 m, Play – 1 330.0 m. To calculate rainfall parameters for settlements, peaks and bridgewalls of Carpathians it has been suggested using 23 areas between 9 weather stations and 18 transition stations for which precipitation parameters defined at least in two directions between stations and altitude rainfall efficiency. In particular, it has been calculated the rainfall parameters for the 8 peaks of Carpathian Mountain: Valley Llevel – 1 470 m, Big Top – 1 598 m, Tempe – 1 634 m, Unharyaska – 1 707 m, Syvulya, Thick – 1 818 m, Pip Ivan – 1 936 m, Petros – 2 020 m and Goverla – 2 061 m. The calculation of rainwater parameters for cast-iron water pipes and funnels has been made in four areas: Coast – Playa, Uzhgorod – Playa, Hoost – Play, V. Bereznyy – Play. For the purpose of legal practice areas of flat roofs for cast-iron pipes and funnels offered peg 13 districts of Transcarpathian region 9 weather stations.

Authors and Affiliations

Yaroslav Huk

Keywords

Related Articles

Comparative Analysis of the Effectiveness of Constructive and Design Methods for Ensuring the Stability of the Walls of Vertical Cylindrical Tanks

This article considers the normative documents of the USA, Europe and some CIS countries for comparison of calculation and design methods of vertical cylindrical tanks for oil and oil products. The need for such an analy...

Study of General Stability of Large-Span Pipe-Concrete Arch Structures

The results of analysis of general stability of long-span shotcrete of the arched coverage are presented in the article. A calculation is produced in a calculable complex LIRA-SAPR 2013. The main purpose of work was dete...

Comparative Analysis of Calculation of Compressed-Bentpipe-Concrete Elements According to Domestic Calculation Methods and Eurocode 4

The article presents a comparative analysis of the calculation of compressed-bent pipe-concrete elements by domestic methods of calculation and the European normative document Eurocode 4 «Design of steel-concrete structu...

Computering Complex of Dimensional Analysis of Beam Metal Structures

This article describes and analyzes the functionality of the new computing complex «Dimensional Analysis of beam structures» (CC DABS). The performed verification CC DABS testifies to the correctness and accuracy of comp...

Numerical Studies of the I-Beam Floor Beam of 4th Class of Section According to Eurocode 3

In the article numerical investigations of the beam of I-beam cross-section according to Eurocode 3 have been given: «Steel structures» [1]. The I-beam section beam is produced as an element of the general 4th class, in...

Download PDF file
  • EP ID EP448719
  • DOI -
  • Views 119
  • Downloads 0

How To Cite

Yaroslav Huk (2017). Calculation Methods of Standard Surface Area of Flat Roofs for Internal Wasteway through Cast Iron Pipe and Funnel Set-point Diameters in the Transcarpathian Region. Металлические конструкции, 23(1), 5-14. https://europub.co.uk/articles/-A-448719