perhitungan tulangan

PERHITUNGAN JUMLAH BERAT TULANGAN PER M3 BETON

No.Tipe konstruksiPnjng Ekivalen=1m3Kbthn. TulBrt TulBerat per Kbthn jumlah lonjorLuasan Jumlah Begelvolume betonJUMLAH TULANGAN (LONJOR)lbrtgpanj(mm)(Kg/m')1m' (kg)per m3 (kg)Per M3bkstng (m2)d12d10p8A.Tulangan Pokok1Balok sloof s1 25 X 150.150.2526.674 10.00.6172.46865.818.8913.3333133.33133.40Balok sloof s1 25 X 152.77012536.93556.1453593468kebutuhan besi D12 per M3 beton118.16lonjor
syam: syam:susut2 8.00.3950.79021.074.4413.3333kebutuhan besi D10 per M3 beton28.465lonjor2Balok sloof s2 30 X 200.300.2016.677 12.00.8886.216103.6013.9913.333383.3384.00Balok sloof s2 30 X 201.69823.759157212325.8651801802kebutuhan besi P8 per M3 beton123.07lonjor2 8.00.3950.79013.172.786.6667kawat beton11.4048kg3Balok BL1 30 X 200.300.2016.677 12.00.8886.216103.609.7213.333383.3384.00Balok BL1 30 X 201.470614.297527.46003243242 8.00.3950.79013.172.786.66674Balok RB1 15 X 250.150.2526.674 10.00.6172.46865.818.8914.6667133.33134.00Balok RB1 15 X 257.550602567.1164666667153.5742664642 8.00.3950.79021.074.4413.33335kolom KL1 15 x 200.150.2033.336 12.00.8885.328177.60016.66716.667166.67167.00kolom KL1 15 x 200.73212.212.68786261266kolom KL2 15 x 150.150.1544.444 10.00.6172.468109.68914.81520.000222.22223.00kolom KL2 15 x 151.3117521.862526.02376097977kolom KL3 20 x 200.200.2025.008 12.00.8887.104177.60016.66715.000125.00125.00kolom KL3 20 x 201.5225.333333333322.53753753758balok K1 25 x 350.250.3511.437 12.00.8886.21671.0406.6679.71457.1458.00balok K1 25 x 350.841410.9510270279balok K2 20 x 300.200.3016.677 12.00.8886.216103.6009.72211.66783.3384.00balok K2 20 x 300.841416.34216216228Plat tebal 12 cm1.000.128.4310 10.00.6176.17052.0347.0288.433Plat tebal 12 cm2.7141063638.148272726784 10.00.61752.03452.0347.02810Tangga Beton1.000.126.8213 12.00.88811.84080.7297.5766.81855.5656.00Tangga Beton0.4566.909216531291 10.00.61756.09256.0927.57612Poer tebal 25 cm1.000.254.1013 12.00.88811.84048.5444.5564.100Poer tebal 25 cm0.7628.678333333382 10.00.61750.59450.5946.833

JUMLAH229.503957212353.7358225912351.5871887425PEMBULATAN23054352

PERHITUNGAN JUMLAH BERAT SENGKANG PER M3 BETON PADA TIAP ELEMEN KONSTRUKSI

No.Tipe konstruksiPnjng Ekivalen=1m3Kbthn. TulBrt TulBerat per Kbthn PnjngKebutuhan Kawat lbrtgpanj(mm)(Kg/m')1m' (kg)per m3 (kg)Per M3BetonB.Beugel/sengkang dan tul. bagi0.181Balok sloof s1 25 X 150.130.230.80133 8.00.39552.6942.1515.821.6008Kg2Balok sloof s2 30 X 200.280.181.0084 8.00.39533.1833.1812.451.0080Kg3Balok BL1 30 X 200.280.181.0084 8.00.39533.1833.1812.451.0080Kg4Balok RB1 15 X 250.130.230.80134 8.00.39552.9342.3415.891.6080Kg5kolom KL1 15 x 200.130.180.70167 8.00.39565.9746.1817.332.0040Kg6kolom KL2 15 x 150.130.130.60223 8.00.39588.0952.8519.842.6760Kg7kolom KL3 20 x 200.180.180.80125 8.00.39549.3839.5014.831.5000Kg8balok K1 25 x 350.230.331.2058 9.00.49928.9434.7313.040.6960Kg9balok K2 20 x 300.180.281.0084 10.00.61751.8351.8319.451.0080Kg

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