Page 237 - Dasar Perencanaan Struktur beton bertulang OK 1_Neat
P. 237
D10 – 100 dengan luas tulangan terpasang,
1000
As terpasang = x As D 10
S terpasang
1000
As terpasang = x 1/4 x x 10 2 = 785 mm 2
100
224
