CONCRETE COLUMN

STRONG COLUMN WEAK BEAM (SNI 03-2847: 2013 Pasal 21.6.2.2)

Bila PU > Ag f’c/10 (SNI 2847:2013, Pasal 21.6.1.1 & 21.61.2

SENGKANG LEPAS (HOOP), sepanjang lo SRPMM & SRPMK

SPASI So SEPANJANG lo SRPMM & SRPMK SNI 2847: 2013

Cara Mendesain Kolom SRPMK ? #2 Contoh Soa

Mendesain Joint Balok Kolom SRPMK? Sesuai SNI 2847:2019

kolom 1

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