The impact of mast structure anchoring on selected, existing building elements


Vol. 543 (11) 2017 / poniedziałek, 5 listopada, 2018

(in Polish)

A. Kucharczyk,
K. Urbańska

DOI: 10.15199/33.2017.11.10

Volume 543; Issue 11
Pages 25-26

Accepted for publication: 07.09.2017 r.

This article presents the problem of anchoring of steel masts on existing reinforced concrete and wooden building elements. In the design process, many strength conditions must be checked. The paper will show example of analytical calculation and numerical analysis made in the ABAQUS / CAE application for mast – roof joints and wood floor element for comparison, illustrating the effect of anchoring on a structural element of a building.

Keywords: anchoring; strength; mast structures; structural elements.
  1. Kucharczyk Anna. 2015. „Nośność zakotwienia stalowego masztu antenowego w istniejących elementach budynku”. Czasopismo Inżynierii Lądowej, Środowiska i Architektury Journal of Civil Engineering, Environment and Architecture tom 32, zeszyt 62: 251 – 261.
  2. ETA-05/0069. Europejska Aprobata Techniczna dla kotwi sworzniowych fischer FAZ II.
  3. ETAG 001. 2013. Guideline for European technical approval of metal anchors for use in concrete.
Anna Kucharczyk, MSc. Eng. - University of Zielona Góra, Faculty of Civil Engineering, Architecture and Environmental Engineering

Krystyna Urbańska, Ph. D. Eng. - University of Zielona Góra, Faculty of Civil Engineering, Architecture and Environmental Engineering

Anna Kucharczyk, MSc. Eng.

a.kucharczyk@ib.uz.zgora.pl

Full paper is available at Publisher house SIGMA-NOT Sp. z o.o. webpage

DOI: 10.15199/33.2017.11.10