EARTHQUAKE RESISTANT BUILDINGS Estimation of the reinforcements’ quantity
Estimation of the reinforcements’ quantity
Ground floor – Slabs
0.36
0.36
0.36
0.36
ESTIMATION OF REBARS
|
Diam. Ø |
Weight/m (Kg) |
Quantity n |
Total length L*n (m) |
Additional weight b (Kg) |
Total weight L*n*sw + b (Kg) |
|
8 |
0.395 |
46 |
103.16 |
0.0 |
40.7 |
|
10 |
0.617 |
49 |
214.23 |
0.0 |
132.1 |
|
Sum |
– |
95 |
– |
0.0 |
172.8 |
Ground floor – Beams
3.93
1.52
1.52
0.45
0.45
|
ESTIMATION OF REBARS |
|||||
|
Diam. |
Weight/m |
Quantity |
Total length |
Additional weight |
Total weight |
|
Ø |
(Kg) |
n |
L*n (m) |
b (Kg) |
L*n*sw + b (Kg) |
|
14 |
1.210 |
16 |
69.07 |
0.0 |
83.6 |
|
Sum |
– |
16 |
– |
0.0 |
83.6 |
|
ESTIMATION OF STIRRUPS |
|||||
|
Diam. Ø |
Weight/m (Kg) |
Quantity n |
Total length L*n (m) |
Additional weight b (Kg) |
Total weight L*n*sw + b (Kg) |
|
8 |
0.395 |
62 |
99.70 |
0.0 |
39.3 |
|
Sum |
– |
62 |
– |
0.0 |
39.3 |
Ground floor – Columns
ESTIMATION OF REBARS
|
Diam. |
Weight/m |
Quantity |
Total length Additional Total weight |
|
|
Ø |
(Kg) |
n |
L*n (m) weight L*n*sw + b (Kg) b (Kg) |
|
|
16 |
1.580 |
32 |
100.60 |
0.0 159.0 |
|
Sum |
– |
32 |
– |
0.0 159.0 |
ESTIMATION OF STIRRUPS
|
Diam. |
Weight/m |
Quantity |
Total length Additional Total weight |
|
Ø |
(Kg) |
n |
L*n (m) weight L*n*sw + b (Kg) b (Kg) |
|
8 |
0.395 |
240 |
341.21 0.0 134.6 |
|
Sum |
– |
240 |
– 0.0 134.6 |
