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Evaluation for Approximate Bending Moment Coefficients of Non-Composite Form Deck One-Way Slab considering Unequaled Elastic Deflection of Steel Beams  

Kim, Ho Soo (청주대학교 건축공학부)
Lim, Young Do (청주대학교 건축공학과)
Publication Information
Journal of Korean Society of Steel Construction / v.18, no.3, 2006 , pp. 373-383 More about this Journal
Abstract
In a steel structural system, noncomposite form deck one-way slab is the plate element supported by four-edged steel beams with unequaled stiffness. However, design criterion has analyzed the one-way slab as the continuous beam. Because the end beams that support the one-way slab have elastic supports t hat cause different deflections according to the support conditions and locations, the bending moments corresponding to the support ic support effect is not considered in the design criterion. Accordingly, to conduct a reasonable estimation of approximate moment coefficients considering the unequaled elastic support conditions, this study analyzes and estimates various models with varia bles for the ratios of live load to dead load and pattern arangements of live loads and span lengths. The analytical methods considering the finite three-dimensional plate element, the two-dimensional elastic support and the infinite stifnes suport are performed.
Keywords
unequaled elastic deflection; approximate analysis method; moment coefficient; non-composite form deck; one -way slab;
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