Flexural & Compressive Strength Behaviour of Lowweight Engineered Timber Slab(ETS) composed of crack filler, wood adhesive & Saw dust

This study presents the Compressive & Flexural Strength performance of Low-weight Engineered Timber Slab(ETS) composed of wood adhesive, Saw dust, & crack filler. It provides empirical data on the flexural and compressive properties of engineered timber slab(ETS), which is an element of wood adhesive(WA), sawdust(SD), crack filler(CF). SD gave values of 562.3/m3, 0.67, 39.66%, 2.85, 1.2 and 2.98 for mean bulk density, mean specific gravity, mean water absorption, finess modulus, coefficient of curvature (Cc) and uniformity (Cu). Batching was done by volume by virtue of the low density of the component materials (SD & CF). The component materials were manually mixed. A total of twelve (12) cubes of size 150 x 150 x 150mm, were produced from mix ratios 0.5:0.5:2 & 0.5:0.75:2(WA : CF : SD) for compressive strength test. The above mix ratios were adopted based on the light-weight nature & high rate of water absorption of the component materials. A total of Twenty (20) slabs of size 300 x 300 x 100mm, 300 x 300 x 125mm, 300 x 300 x 150mm, 300 x 300 x 175mm and 300 x 300 x 200mm were cast for flexural strength of slab. Twenty(20) slabs were produced for with slab thickness of 100mm, 125mm, 150mm, 175mm and 200mm using the mix ratios 0.5:0.5:2 & 0.5:0.75:2(WA:CF:SD) respectively. the mean values of the compressive strength, flexural strength and deflection were 14.9MPa & 15.78MPa, 5.06MPa to 5.52MPa and 28.9mm to 86.5mm respectively