| Joint | A | B | C | |
|---|---|---|---|---|
| Reaksi akibat beban |
3951,51 | 3951,51 | 1233,19 | 1233,19 |
| Reaksi akibat momen ujung |
-1317,17 | 1317,17 | 686,93 | -686,93 |
| Reaksi total |
2634,34 | 5286,68 | 1920,12 | 546,26 |
Cara Menghitung Anak Tangga
Penulangan Tangga dan Bordes
Direncanakan memakai tulangan D 13mm
f’c = 20,75 MPa
fy = 240 MPa
b = 1000 mm
d = h + t eq – 35 – (1/2 x 12)
= 150 + 98,602 – 35 – (1/2×12)
= 207,602 mm
