Langsung ke konten utama
BAJA TABEL KOMBINASI BEBAN MENURUT SNI
|
|
|
|
|
AXIAL |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
TITIK |
FRAME TEXT |
STASION (M) |
GAYA AKSIAL (TON M) |
|
|
MOMEN |
|
BEBAN MATI |
BEBAN HIDUP |
BEBAN ANGIN |
1,2D + 1,6L +0,5W |
1,2D+1,6L |
MAKSIMUM |
|
(D) |
(L) |
(W) |
K2 |
K4 |
|
AB |
KOLOM KIRI |
0 |
-9419.29 |
-1460.05 |
334.93 |
-13471.763 |
-13639.228 |
-13639.228 |
|
2.75 |
-9419.29 |
-1460.05 |
334.93 |
-13471.763 |
-13639.228 |
|
5.5 |
-9419.29 |
-1460.05 |
334.93 |
-13471.763 |
-13639.228 |
|
CD |
BALOK TENGAH |
0 |
-26416.56 |
-4120.23 |
483.14 |
-38050.67 |
-38292.24 |
-38292.24 |
|
2.75 |
-26416.56 |
-4120.23 |
483.14 |
-38050.67 |
-38292.24 |
|
5.5 |
-26416.56 |
-4120.23 |
483.14 |
-38050.67 |
-38292.24 |
|
EF |
BALOK KANAN |
0 |
-9419.29 |
-1460.05 |
6.18 |
-13636.138 |
-13639.228 |
-13639.228 |
|
2.75 |
-9419.29 |
-1460.05 |
6.18 |
-13636.138 |
-13639.228 |
|
5.5 |
-9419.29 |
-1460.05 |
6.18 |
-13636.138 |
-13639.228 |
|
BC |
BALOK ATAP 1 |
0 |
-1327.61 |
-205.8 |
-184.41 |
-2014.617 |
-1922.412 |
-2014.617 |
|
3.925 |
-1327.61 |
-205.8 |
-184.41 |
-2014.617 |
-1922.412 |
|
3.925 |
-1327.61 |
-205.8 |
-184.41 |
-2014.617 |
-1922.412 |
|
7.85 |
-1327.61 |
-205.8 |
-184.41 |
-2014.617 |
-1922.412 |
|
CE |
BALOK ATAP 2 |
0 |
-1327.61 |
-205.8 |
33.8 |
-1905.512 |
-1922.412 |
-1922.412 |
|
3.925 |
-1327.61 |
-205.8 |
33.8 |
-1905.512 |
-1922.412 |
|
3.925 |
-1327.61 |
-205.8 |
33.8 |
-1905.512 |
-1922.412 |
|
7.85 |
-1327.61 |
-205.8 |
33.8 |
-1905.512 |
-1922.412 |
Komentar
Posting Komentar