42 keramik 3 x 24 72 plafond penggantung AC pipa DD 827117 kgm2 Beban hidup air

42 keramik 3 x 24 72 plafond penggantung ac pipa dd

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42 keramik = 3 x 24 = 72 plafond = 0 penggantung = 0 AC + pipa = 0 DD = 827.117 kg/m2 Beban hidup air hujan = 0 kg/m2 guna = 300 DL 300 kg/m2 Beban berfaktor D = 1,2 x 827.12 + 1,6 x 300 = 1472.54 kg/m2 Statika - Tumpuan jepit-jepit - Beban merata q = 1472.54 kg/m2 L = 1.5 m P = 1.5 x 0.5 x 2 x 1,472.54 = 2208.81 kg L = 1.5 - 0.5 x 100 = 1 m - Beban terpusat plat anak tangga tengah 200 x 100 cm (bordes) BORDES FLIGHT/ANAK TANGGA No. Doc : BTN/SKSNI/TS/07 Rev : Judul Dokument Penulangan Tangga
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HAL. 22 dari 23 Perhitungan Konstruksi Renoasi Rumah Tinggal Dua Lantai Agus- TS/02/14/2020 No. Doc : BTN/SKSNI/TS/07 Rev : Judul Dokument Penulangan Tangga Mtangga = 1/10 x 1,472.54 x 1.5^2 = 331.322 kgm Mbordes = 0.9 x 2,208.81 x 1.000 = 1325.29 kgm 1.5 Penulangan Penulangan tangga Mu 331.32 kgm b 1000 mm fc' (beton) 22.5 Mpa h 150 mm fy' (baja) 320 Mpa d' 20 mm pmin = 1,4 / 320 = 0.0044 pmaks = 0,75 x (0,85 x 22.5)/320 x 0,85 x [600/(600+320)] = 0.0248 Mu = 331.32 kgm = 3.31 kNm d = 150 - 20 = 130 mm j = 0.8 Rn = (3.31 x 10^6) = 0.2451 Mpa (0,8 x 1000 x 130^2) W = 0,85 { 1 -sqrt[1 - (2,353 x 0.2451)/22.5]} = 0.0110 As (mm2) p = 0.0110 x 22.5/320 = 0.0008 > 0.0044 568.75 < 0.0248 3230.26707 ppakai = 0.0044 As = 0.0044 x 1000 x 130 = 568.75 mm2 As' = 0.002 x 1000 x 130 = 260.00 mm2 568.75 D12 - 175 ( 646 mm2 ) Tulangan (tul tekan 260.00 D8 - 200 ( 251 mm2 ) Penulangan bordes Mu 1325.29 kgm b 1000 mm fc' (beton) 22.5 Mpa h 150 mm fy' (baja) 320 Mpa d' 20 mm pmin = 1,4 / 320 = 0.0044 pmaks = 0,75 x (0,85 x 22.5)/320 x 0,85 x [600/(600+320)] = 0.0248 Mu = 1,325.29 kgm = 13.25 kNm d = 150 - 20 = 130 mm j = 0.8 Rn = (13.25 x 10^6) = 0.9802 Mpa (0,8 x 1000 x 130^2) W = 0,85 { 1 -sqrt[1 - (2,353 x 0.9802)/22.5]} = 0.0447 As (mm2) p = 0.0447 x 22.5/320 = 0.0031 > 0.0044 568.75 < 0.0248 3230.26707 ppakai = 0.0044 As = 0.0044 x 1000 x 130 = 568.75 mm2 As' = 0.002 x 1000 x 130 = 260.00 mm2 568.75 D12 - 175 ( 646 mm2 ) Tulangan (tul tekan 260.00 D8 - 200 ( 251 mm2 ) Tulangan (tul tarik) Tulangan (tul tarik)
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HAL. 23 dari 23 Perhitungan Konstruksi Renoasi Rumah Tinggal Dua Lantai Agus- TS/02/14/2020 No. Doc : BTN/SKSNI/TS/07 Rev : Judul Dokument Penulangan Tangga Gambar Penulangan
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HAL. 24 dari 23 Perhitungan Konstruksi Renoasi Rumah Tinggal Dua Lantai Agus- TS/02/14/2020
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HAL. 12 dari 23 Perhitungan Konstruksi Renoasi Rumah Tinggal Dua Lantai Agus- TS/02/14/2020 Gambar Penulangan Balok Lantai 2 No. Doc : BTN/SKSNI/TS/02-2 Rev : Judul Dokument Penulangan Plat Balok
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HAL. 13 dari 23 Perhitungan Konstruksi Renoasi Rumah Tinggal Dua Lantai Agus- TS/02/14/2020 No. Doc : BTN/SKSNI/TS/02-2 Rev : Judul Dokument Penulangan Plat Balok Gambar Penulangan Ring Balok
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HAL. 14 dari 23 Perhitungan Konstruksi Renoasi Rumah Tinggal Dua Lantai Agus- TS/02/14/2020 No. Doc : BTN/SKSNI/TS/02-2 Rev : Judul Dokument Penulangan Plat Balok strouss PS PS          
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HAL. 15 dari 23
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