The use of simplified methods for designing according to EC6 and safety of masonry structures
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Published:
2013-09-11
Issue Vol. 12 No. 3 (2013)
Articles
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Objects for storing fruits, vegetables or potatoes
007-012
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The use of simplified methods for designing according to EC6 and safety of masonry structures
013-020
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The issue of the use of exotic wood in external building partitions
027-034
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Heat exchange between non-insulated barn and the ground in experimental research
035-038
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Effect of glazing type on the energy demand in a living space
039-046
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Modeling of microclimate elements in the environment of historic buildings
047-052
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The desalination of historical painted surface
053-058
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The influence of environmental thermal radiation on the results of thermographic investigation of buildings
059-066
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Indoor air quality in multifamily buildings
067-074
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Geodetic evaluation of terrain surface subsidence around mine shifts of KWK Bogdanka in 1976-1983
075-082
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Geotechnical design in the presence of loess cover of the Nałęczów Plateau
083-090
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Numerical analysis of construction of drainage system for precipitation waters
091-096
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The analysis on the correlation parameters of the embankment compaction under in situ conditions
097-104
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Choosing approximation function for the model of settlement load curve, in static load test for precast concrete piles
105-112
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Estimating of bearing capacity of subsoil under shallow foundations related to European Standards
113-120
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Relationship between consistency parameters and granulation of fen soils
121-128
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The advantage of virgin soil in rural service road constructions
129-136
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The experimental research on the random variability in the local strength of the selected aluminum alloys
137-144
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An analysis of fracture toughness, at third mode fracture in concretes containing fly-ash additives
145-152
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Reuse of ceramic sanitary waste as an aggregate in concrete resistant to high temperature
153-160
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Chloride corrosion resistance of underwater repair concrete in terms of the cutting effects of hydrostatic pressure
161-168
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Hydrophilicity as a measure of the efficiency of the superplasticisers
169-176
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The use of fractal geometry in determination of fracture toughness of metakaolinite modified concrete
177-184
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The influence of zeolites on hydration process of mineral binders
185-192
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Estimation of the characteristic compressive strength value of concrete based on the current code recommendations
193-200
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Interpretation of measurements results of ice content in freezing mortars using DSC method
209-214
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Properties of non-standard fly ash – slag cements containing calcareous fly ash
215-222
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The study of the conformity criterion for compressive strength of concrete based on order statistics
223-230
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Corrosion processes in cooling towers
231-238
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Results of concrete absorption test related to some particular factors
239-246
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Historical crane on the redesigned original trestle bridge as a memorial of Gdansk Shipyard
247-254
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Concrete skeleton structure made of unified pre-cast members for the houses in countryside
021-026
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Diagnostics of Lowland Gate in Gdansk in the context of the revitalization process
255-262
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The Historic Root Cellars in Pierzchnica
263-270
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New chances given to historic buildings by implementing revitalisation projects and adapting the premises to serve new functions
271-278
Main Article Content
Authors
Abstract
The article describes the calculation method of masonry walls loaded vertically according to PN-EN 1996-1-1 and PN-EN 1996-3. The Calculation method is given and the differences between Eurocode 6 and "old Polish standard" are indicated. Additionally, the differences between calculations according to exact and simplified method described in Eurocode 6 that show adverse consequences of the use of simplified method. The places (formulas and assumptions), which causes the discrepancies in calculation methods are pointed out in the study.
Keywords:
masonry structures, Eurocode 6, load capacity, effort, compression
Article Details
“The use of simplified methods for designing according to EC6 and safety of masonry structures” (2013) Budownictwo i Architektura / Civil and Architectural Engineering, 12(3), pp. 013–020. doi:10.35784/bud-arch.1982.
