perhitungan_tulangan_kolom

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Tabel Penulangan Kolom Persegi fc' = 20 Mpa fy = 400 Mpa Tingkat Kolom Pu Mu Sb Vertikal (mm) (mm) kg kgm > 0.1 LT3 K1 300 500 20271 16726 150000 0.122 LT2 K1 300 500 36790 2977 150000 0.222 LT1 K1 300 500 49238 1037 150000 0.297 C1 150 300 22888 2770.3 45000 0.460 1 C1 150 300 22888 2770.3 45000 0.460 C1 150 300 22888 2770.3 45000 0.460 C1 150 300 22888 2770.3 45000 0.460 Sb. Vertikal = Nu Sb. Horisontal = N C1 C2 Agr (mm 2 ) f.Agr.0,85.fc' f.Agr.0,85.

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Pekerjaan Struktur Beton

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Sheet1Tabel Penulangan Kolom Persegifc' =20Mpafy =400Mpa

TingkatKolomC1C2PuMuAgrSb VertikalSb Horisontald'd'/hrbroAs PerluJml TulAs Pakaif.Pn makNu < fPn mak(mm)(mm)kgkgm(mm2)> 0.1(mm)tabel CUR(mm2)(mm2)kg

LT3K130050020271167261500000.1220.202650.1300.040.80.03248006 D13796148453OK1500LT2K13005003679029771500000.2220.036650.1300.010.80.008120014 D162813188632OK1500LT1K13005004923810371500000.2970.013650.1300.0050.80.00460018 D163617204642OK1500C1150300228882770.3450000.4600.186650.2170.0050.80.0041804 D1245248785OK1C1150300228882770.3450000.4600.186650.2170.0050.80.0041804 D1245248785OKC1150300228882770.3450000.4600.186650.2170.0050.80.0041804 D1245248785OKC1150300228882770.3450000.4600.186650.2170.0050.80.0041804 D1245248785OK

Sb. Vertikal = NuSb. Horisontal = Nu . etf.Agr.0,85.fc'f.Agr.0,85.fc' h

Sheet2

Sheet3