Report copyright - BAB II LANDASAN TEORI 2.1. - eprints.umm.ac.ideprints.umm.ac.id/45360/3/BAB II.pdf4 Beton bertulang 24 kN/m3 5 Dinding bata (pasangan ½ bata) 2.5 kN/m2 6 Plafond /langit – langit
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