perhitungan dimensi kolom dan balok untuk struktur bangunan tahan gempa

1. Dimensi Kolom dan Balok
B = 20 / 30 B = 20 / 30 B = 20 / 30 B = 20 / 30 B = 20 / 30
EE FF GG HH II JJ
4 m K = 50 / 50 K = 50 / 50 K = 50 / 50 K = 50 / 50 K = 50 / 50 K = 50 / 50
Y Z AA BB CC DD
B = 20 / 40 B = 20 / 40 B = 20 / 40 B = 20 / 40 B = 20 / 40
K = 50 / 50 K = 50 / 50 K = 50 / 50 K = 50 / 50 K = 50 / 50 K = 50 / 50
4 m
S T U V W X
B = 20 / 40 B = 20 / 40 B = 20 / 40 B = 20 / 40 B = 20 / 40
K = 50 / 50 K = 50 / 50 K = 50 / 50 K = 50 / 50 K = 50 / 50 K = 50 / 50
4 m
M N O P Q R
B = 20 / 40 B = 20 / 40 B = 20 / 40 B = 20 / 40 B = 20 / 40
K = 50 / 50 K = 50 / 50 K = 50 / 50 K = 50 / 50 K = 50 / 50 K = 50 / 50
4 m
G H I J K L
B = 20 / 40 B = 20 / 40 B = 20 / 40 B = 20 / 40 B = 20 / 40
4 m K = 50 / 50 K = 50 / 50 K = 50 / 50 K = 50 / 50 K = 50 / 50 K = 50 / 50
A B C D E F
4 m 4 m 4 m 4 m 4 m

2. q= 6,528 q= 6,528 q= 6,528 q= 6,528 q= 6,528
EE FF GG HH II JJ
4 m
Y Z AA BB CC DD
q= 5,760 q= 3,067 q= 3,067 q= 3,067 q= 3,067
4 m
S T U V W X
q= 5,760 q= 3,067 q= 3,067 q= 3,067 q= 3,067
4 m
M N O P Q R
q= 5,760 q= 5,760 q= 5,760 q= 5,760 q= 5,760
4 m
G H I J K L
q= 5,760 q= 5,760 q= 5,760 q= 5,760 q= 5,760
4 m
A B C D E F
4 m 4 m 4 m 4 m 4 m