Browsing by Author "Yuniarto Enno"

Now showing 1 - 3 of 3
  • No Thumbnail Available
    Item
    ANALISIS KEMAMPU LAYANAN STRUKTUR KOLOM BETON TERHADAP BEBAN MONOTONIK KONSENTRIK
    (2013-06-10) Andri; Djauhari Zulfikar; Yuniarto Enno
    The studies in depth and ability to satisfy the characteristics of the concrete structure service is only focused on structural beams and plates, while the discussion of the ability of our services to the column is still not satisfactorily addressed so that these characteristics are often overlooked by practitioners. This study aims to determine the services ability to respond instantly column uniaxial load with depth parameter column cracked section. This parameter modeling of short columns with concentric load measuring 300 mm x 300 mm which is calculated through the mechanism of force balance internal and external columns and torque balance internal and external columns. External loads is given in stages to the nominal capacity of the column. From the results of calculations, the depth of cracked section 219.2798 mm column height of 300 mm cross-section at zero load, crack depth decreases with increasing load given discrete with a small reduction in the level, and the maximum load limit is the value of a nominal capacity of column 2.380 kN to a depth of cracks approaching 219.2774 mm.
  • No Thumbnail Available
    Item
    PENGARUH PEMBERIAN TULANGAN PADA DINDING BATA YANG DIBERI BEBAN GEMPA
    (2013-07-26) Mudin, Hasim; Djauhari Zulfikar; Yuniarto Enno
    Generally masonry wall (brick) considered to be burden (non-structure) in the a planning. That assumption is correct, but will change if there is horizontal force (quack). Existence of lateral force effected wall have interaction with portal and this matter will have effect to inflexibility of structure, this matter necessitate characteristic masonry wall need to be brought into play in the a plan. At the moment many building development using underside as place of business and upper with partition (cladding), this matter make the structure relative stiffer on the top. Effect of masonry wall which unevenness alterable become structure that having disrepair mechanism soft-storey. Analysis done to two objects test that is RM-A and RM-B. From result analysis with equation ACI to two objects test obtained force of compression (axial) equal to 107,2 kN and 108,4 kN with deflection 1,794 mm and 1,79 mm. analysis with equation Euro code obtained force of compression equal to 298,76 kN and 302,72 kN with movement 4,99 and 5,165 mm. Verification with RAM Element program for force of compression 270 kN and 330 kN obtained movement equal to 1,22 mm and 7,05 mm. Whereas from experimental study which there have been obtained force of compression equal to 248,23 kN and 333,83 and kN with movement 8,91 mm and 11,07 mm.
  • No Thumbnail Available
    Item
    PENGARUH PEMBERIAN TULANGAN PADA DINDING BATA YANG DIBERI BEBAN GEMPA
    (2015-12-11) Mudin, Hasim; Djauhari Zulfikar; Yuniarto Enno
    Masonry wall considered to be burden in the a planning. That assumption is correct, but will change if there is horizontal force (quack). Existence of lateral force effected wall have interaction with portal and this matter will have effect to inflexibility of structure, this matter necessitate characteristic masonry wall need to be brought into play in the a plan. At the moment many building development using underside as place of business and upper with partition (cladding), this matter make the structure relative stiffer on the top. Effect of masonry wall which unevenness alterable become structure that having disrepair mechanism soft-storey. Analysis done to two objects test that is RM-A and RM-B. From result analysis with equation ACI to two objects test obtained force of compression (axial) equal to 107,2 kN and 108,4 kN with deflection 1,794 mm and 1,79 mm. analysis with equation Euro code obtained force of compression equal to 298,76 kN and 302,72 kN with movement 4,99 and 5,165 mm. Verification with RAM Element program for force of compression 270 kN and 330 kN obtained movement equal to 1,22 mm and 7,05 mm. Whereas from experimental study which there have been obtained force of compression equal to 248,23 kN and 333,83 and kN with movement 8,91 mm and 11,07 mm.