Trapezoidal sheet hangers and concentrated or linear load distribution in profiled sheeting
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F17%3A00314133" target="_blank" >RIV/68407700:21110/17:00314133 - isvavai.cz</a>
Result on the web
<a href="http://onlinelibrary.wiley.com/doi/10.1002/cepa.199/full" target="_blank" >http://onlinelibrary.wiley.com/doi/10.1002/cepa.199/full</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1002/cepa.199" target="_blank" >10.1002/cepa.199</a>
Alternative languages
Result language
angličtina
Original language name
Trapezoidal sheet hangers and concentrated or linear load distribution in profiled sheeting
Original language description
With increasing depth and load-bearing capacity of cold-formed trapezoidal sheeting, they are used more often with hangers bolted to the webs of the sheeting. Several tests of the hangers resistance are shown for various type profile, sheet thickness and possible perforation of the web which are the main variable factors affecting the load capacity of the hanger connections. A simple and safe design procedure is given. More importantly, the distribution of the load applied by the hangers to the profiled sheeting ribs as concentrated load per the rib is often critical for the profile resistance in bending or to satisfy the deflection limit however the distribution of the load between the ribs is not known. Therefore an advanced numerical study (GMNIA) in software Abaqus was carried out for several section types and loading conditions. The model used for the analytical study was again validated by tests. The main conclusion of the paper is a developed design procedure allowing the possible redistribution of concentrated load between the ribs in case of simply supported members whose design is governed by deflection or bending resistance.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
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OECD FORD branch
20102 - Construction engineering, Municipal and structural engineering
Result continuities
Project
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Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2017
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Eurosteel 2017
ISBN
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ISSN
2509-7075
e-ISSN
2509-7075
Number of pages
8
Pages from-to
1563-1570
Publisher name
Ernst & Sohn
Place of publication
Berlin
Event location
Copenhagen
Event date
Sep 13, 2017
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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