| dc.description.abstract | Earthquake is potentially caused structure damage of non structural house due to inability of the structure to withstand with the shaking that coming. Damaging in non structural house generally occurred because were built conventionally, only based on the experience of the workers (supervisor/workers) and the quality of the material were never been tested in the laboratory.In this study the elasticity of modulus value testing from compressive strength of variation wall brick testing were evaluated. Thus, with local produce brick from several places in D.I.Y were built into wall brick as a tool of examination. Each unit of red brick is tested with various examination include physically type, water absorption potential, compressive strength. Furthermore 4 (four) compositions mixing of mortar were also examined t determine the highest compressive strength to be applied to wall brick mounting. And then, 3 (three) variations of wall brick mounting including wall without plaster, with plaster, and plaster covered with wire mesh on one side.Each of wall variation was made into 10 examination unit so the total amount units of wall examination was 30 units. The quality of wall variation brick mounting is examined through compressive strength to determine the modulus elasticity of each variation wall. From the examination to 30 examination units wall brick mounting without plaster, with plaster, and plaster covered with wire mesh on one side, hence were obtained the highest values from each products were 1.816 MPa (Brick type F, Sleman). 2,321 MPa (Brick type H, Sleman), 2,610 MPa (Bata tipe G, Godean). According to provision in Erocode 6, The modulus of elasticity wall brick mounting values is parallel (has a direct correlation) from the variation of the compressive strength of the wall. The highest values of Modulus of elasticity from each variation are 1816 MPa (Brick type, Sleman), 2321 MPa (brick type H, Sleman) and 2610 (Bric type G, Godean). | en_US |
