Structures
THE INFLUENCE OF THE VIS HOLE OF ANCHOR FOR SYNTHETIC POLYMER SHEET WATERPROOFING WORK ON THE FLEXURAL LOADING PROPERTIES OF SLAB
2015 Volume 21 Issue 49 Pages 1055-1060
Details
2015 Volume 21 Issue 49 Pages 1055-1060
This report shows the results of an investigation by experimental study regarding the flexural loading capacity of slabs made of reinforced concrete and autoclaved lightweight concrete with vis holes for anchor. As a result, final failure patterns showed compressive failure of concrete of the compressive side for reinforced concrete slabs and shear failure for autoclaved lightweight concrete slabs. The flexural loading capacity of reinforced concrete slabs has shown almost similar with or without vis holes. On the other hand, the flexural loading capacity of autoclaved lightweight concrete slabs with vis holes was slightly smaller than that of without vis holes.
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