perhitungan_tulangan_kolom
DESCRIPTION
Pekerjaan Struktur BetonTRANSCRIPT
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