DocumentCode
3343807
Title
Affection analysis of adding incorrect support on the inner force and deformation of roof truss
Author
Xianren, Yi ; Linjun, Xiao
Author_Institution
Sch. of Sci., Wuhan Univ. of Technol., Wuhan, China
fYear
2010
fDate
26-28 June 2010
Firstpage
813
Lastpage
816
Abstract
During the building of cold-formed steel roof truss, vertical support was added on the lower chord of roof truss, which turn the statically determinate structure into statically indeterminate structure. The calculation results show that the inner force status of roof truss is changed because the tensile lower chords become beam-column members and some tensile members become compressive members, which makes the composite stress of some members closed or larger than the material strength and is bad for the safety of roof truss.
Keywords
deformation; internal stresses; roofs; steel; supports; tensile strength; affection analysis; beam-column members; cold-formed steel roof truss building; composite stress; material strength; roof truss deformation; roof truss inner force; roof truss safety; tensile lower chords; vertical support; Building materials; Composite materials; Compressive stress; Fasteners; Floors; Safety; Sections; Steel; Tensile stress; Testing; additional moment; beam-column member; cold-formed steel roof truss; composite stress; middle support;
fLanguage
English
Publisher
ieee
Conference_Titel
Mechanic Automation and Control Engineering (MACE), 2010 International Conference on
Conference_Location
Wuhan
Print_ISBN
978-1-4244-7737-1
Type
conf
DOI
10.1109/MACE.2010.5535303
Filename
5535303
Link To Document