SAMBUNGAN BALOK KOLOM TAHANAN NOMINAL BAUT

BALOK = WF 600.200.13.23 geser =KOLOM = kingkross 600.200.11.17Mu = 113.4 tarik =Vu = 95.18Db = 20 baut A325 tumpu =Ab = 314φ = 1 PERHITUNGAN SIKU PENYMABUNGfy = 240 Mpatw = 13 mm D = 1.45918d = 600 mm S1 mi = 30 mmtf = 23 mm S1max= 200 mmr = 20L = 150fub = 825tp = 20 mmfu = 370

TAHANAN NOMINAL BAUT

77715

145715.625

266400

PERHITUNGAN SIKU PENYMABUNG