Bärförmåga hos skråspikade förband.
(2005)Division of Structural Engineering
- Abstract (Swedish)
- The purpose of this research was to determine how much the strength reduces in a slant nailed connection, which was examined for horizontal loads between stud and bottom plate in an infill wall. Slant nailing is commonly used in the workplace and is an alternative to metal plate connectors as they are both more expensive and more time consuming. However, there are no Swedish or European standards that describe how to design slant-nailed connections with horizontal loads. Today, rather, a slant nailed connection is calculated by reducing the capacity for a laterally loaded connection. Consequently, it is up to the structural engineer to estimate how much the strength reduces. The parameters examined in this research were nail dimension,... (More)
- The purpose of this research was to determine how much the strength reduces in a slant nailed connection, which was examined for horizontal loads between stud and bottom plate in an infill wall. Slant nailing is commonly used in the workplace and is an alternative to metal plate connectors as they are both more expensive and more time consuming. However, there are no Swedish or European standards that describe how to design slant-nailed connections with horizontal loads. Today, rather, a slant nailed connection is calculated by reducing the capacity for a laterally loaded connection. Consequently, it is up to the structural engineer to estimate how much the strength reduces. The parameters examined in this research were nail dimension, angle, and minimum distance to edge as well as side penetration length. (Less)
Please use this url to cite or link to this publication:
http://lup.lub.lu.se/student-papers/record/3172298
- author
- Cederberg, Mathias and Wingren, Peter
- supervisor
- organization
- year
- 2005
- type
- H3 - Professional qualifications (4 Years - )
- subject
- report number
- TVBK-5129
- ISSN
- 0349-4969
- language
- Swedish
- id
- 3172298
- date added to LUP
- 2012-12-04 14:41:44
- date last changed
- 2014-06-05 13:49:27
@misc{3172298,
abstract = {{The purpose of this research was to determine how much the strength reduces in a slant nailed connection, which was examined for horizontal loads between stud and bottom plate in an infill wall. Slant nailing is commonly used in the workplace and is an alternative to metal plate connectors as they are both more expensive and more time consuming. However, there are no Swedish or European standards that describe how to design slant-nailed connections with horizontal loads. Today, rather, a slant nailed connection is calculated by reducing the capacity for a laterally loaded connection. Consequently, it is up to the structural engineer to estimate how much the strength reduces. The parameters examined in this research were nail dimension, angle, and minimum distance to edge as well as side penetration length.}},
author = {{Cederberg, Mathias and Wingren, Peter}},
issn = {{0349-4969}},
language = {{swe}},
note = {{Student Paper}},
title = {{Bärförmåga hos skråspikade förband.}},
year = {{2005}},
}