bar bending schedule for a classroom block in mengo senior secondary school
MENGHITUNG BENTANGAN PLATE
T (mm) 0.8
R (mm) 1.2
K D1 (mm) D2 (mm) 0.33 40 60
phi 3.14
R 90
LF =
L1 L2
58 38
mm mm
BA
2.3
mm
LF
98.3
mm
LF= Lon BA= Len phi= 3.14 A = Angl R = Bend K = Neut
T = Thick
1 + L2 + BA-- > L1 = D2 – ( R + T) L2 = D1 – (R + T) BA = phi. A (R+K.T)/180 Full (Total Length) th of Bend Allowance e Radius ral Axis Offset _*(K-fACTOR) t/T K = 0.33 …Jika R < 2T 0.40 … Jika R = 2T s/d 4T 0.50 …Jika R > 4T ness of Material