Perhitungan Tulangan Beton
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PERHITUNGAN JUMLAH BERAT TULANGAN PER M3 BETON No. Tipe konstruksi Pnjng Ekivalen=1m3 Kbthn. Tul Brt Tul Berat per Kbthn lbr tg anj (mm) (Kg/m') 1m' (kg) per m3 (kg) A. Tulangan Pokok 1 Balok sloof s1 25 X 0.15 0.25 ### 4 Ø 10.0 0.617 2.468 # 2 Ø 8.0 0.395 0.790 # 2 Balok sloof s2 30 X 0.30 0.20 ### 7 Ø 12.0 0.888 6.216 # 2 Ø 8.0 0.395 0.790 # 3 Balok BL1 30 X 20 0.30 0.20 ### 7 Ø 12.0 0.888 6.216 # 2 Ø 8.0 0.395 0.790 # 4 Balok RB1 15 X 25 0.15 0.25 ### 4 Ø 10.0 0.617 2.468 # 2 Ø 8.0 0.395 0.790 # 5 kolom KL1 15 x 20 0.15 0.20 ### 6 Ø 12.0 0.888 5.328 # 6 kolom KL2 15 x 15 0.15 0.15 ### 4 Ø 10.0 0.617 2.468 # 7 kolom KL3 20 x 20 0.20 0.20 ### 8 Ø 12.0 0.888 7.104 # 8 balok K1 25 x 35 0.25 0.35 ### 7 Ø 12.0 0.888 6.216 # 9 balok K2 20 x 30 0.20 0.30 ### 7 Ø 12.0 0.888 6.216 # 8 Plat tebal 12 cm 1.00 0.12 ### 10 Ø 10.0 0.617 6.170 52.034 84 Ø 10.0 0.617 52.034 52.034 10 Tangga Beton 1.00 0.12 ### 13 Ø 12.0 0.888 11.840 80.729 91 Ø 10.0 0.617 56.092 56.092 12 Poer tebal 25 cm 1.00 0.25 ### 13 Ø 12.0 0.888 11.840 48.544 82 Ø 10.0 0.617 50.594 50.594 PERHITUNGAN JUMLAH BERAT SENGKANG PER M3 BETON PADA TIAP ELEMEN K No. Tipe konstruksi Pnjng Ekivalen=1m3 Kbthn. Tul Brt Tul Berat per Kbthn lbr tg anj (mm) (Kg/m') 1m' (kg) per m3 (kg) B. Beugel/sengkang dan tul. bagi 1 Balok sloof s1 25 X 0.13 0.23 ### 133 Ø 8.0 0.395 52.69 42.15 2 Balok sloof s2 30 X 0.28 0.18 ### 84 Ø 8.0 0.395 33.18 33.18 3 Balok BL1 30 X 20 0.28 0.18 ### 84 Ø 8.0 0.395 33.18 33.18 4 Balok RB1 15 X 25 0.13 0.23 ### 134 Ø 8.0 0.395 52.93 42.34 5 kolom KL1 15 x 20 0.13 0.18 ### 167 Ø 8.0 0.395 65.97 46.18
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Transcript of Perhitungan Tulangan Beton
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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