perhitungan beban toilet

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Perhitungan beban Item Berat jenis Satuan volume Beton K250 2500 kg/m3 0.2232 Hebel 70 kg/m3 0.3!!27 Pintu kg Keramik "in"ing 2# kg/m2/$m tebal 5.2!2 Keramik lantai 2# kg/m2/$m tebal %.! S&esi 2% kg/m2/$m tebal %.! Plesteran 2% kg/m2/$m tebal %7.35355 Pla'on" %% kg/m2 %.732# Penggantung &la'on" 7 kg/m2 %.732# Beban (ati Beban Hi"u& volume beton 0.%7)2 0.022# 0.00)! 0.0%2 volume hebel 0.2## 0.%20227 0.235 0.235 belakang "e&an kanan kiri keramik "in"ing %.! 0.702 %.## %.## belakang "e&an kanan kiri keramik lantai %.! S&esi %.! %.5 $m %.5 $m %.5 $m %.5 $m Plesteran 3.5525 %.)%53 3.0!25 3.0!25 belakang "e&an kanan kiri &la'on" * &enggantung %.732#

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Sheet1Perhitungan bebanItemBerat jenisSatuanvolumebebanBeton K2502500kg/m30.2232558kgHebel780kg/m30.83662725652.569255kgPintu8kg88kgKeramik dinding24kg/m2/cm tebal5.262126.288kgKeramik lantai24kg/m2/cm tebal1.6840.32Spesi21kg/m2/cm tebal1.6835.28Plesteran21kg/m2/cm tebal17.353545364.424445Plafond11kg/m21.732419.0564Penggantung plafond7kg/m21.732412.1268Beban Mati1816.0649kg810.7432589286kg/m2Beban Hidup200kg/m2sumvolume beton0.17920.02240.00960.0120.2232volume hebel0.24480.120227250.23580.23580.83662725belakangdepankanankirikeramik dinding1.680.7021.441.445.262belakangdepankanankirikeramik lantai1.68Spesi1.681.5 cm1.5 cm1.5 cm1.5 cmPlesteran3.55251.891533.06253.062511.56903belakangdepankanankiriplafond & penggantung1.7324

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