DocumentCode :
3248641
Title :
Design of temporary support space of steel - concrete composite beams
Author :
Sun Tao
Author_Institution :
Sch. of Archit. Eng., Xuzhou Inst. of Archit. Technol., Xuzhou, China
fYear :
2011
fDate :
22-24 April 2011
Firstpage :
3048
Lastpage :
3051
Abstract :
In Chinese steel structure design standard, steel concrete composite beams in construction stage, if adopted temporary support beams are not needed for the calculation of the pressure, and generally thought that temporary support, the effect is to reduce the main girder in construction stage of deformation and stress. However the temporary support should be how to calculate the distance without relevant regulations and related formula, can from some construction manual to get some experience. This study found through the calculation formula for calculating the distance beyond the support construction experience, and the manual verified through engineering examples.
Keywords :
beams (structures); concrete; deformation; design engineering; steel; stress analysis; structural engineering; supports; Chinese steel structure design standard; construction stage; deformation; girder; steel-concrete composite beams; stress; temporary support beams; Concrete; Layout; Manuals; Presses; Steel; Stress measurement; Structural beams; composite beans; example; interval; support;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location :
Lushan
Print_ISBN :
978-1-4577-0289-1
Type :
conf
DOI :
10.1109/ICETCE.2011.5775826
Filename :
5775826
Link To Document :
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