Content page
From [Institution name]
Wall Height (m) |
Backfill Height (m) |
Maximum Spacing for Vertical Reinforcement (mm) |
Maximum Spacing for Horizontal Reinforcement (mm) |
|||||
---|---|---|---|---|---|---|---|---|
Seismic Zone Classification |
||||||||
Sa(0.2)=0.10 |
Sa(0.2)=0.20 |
Sa(0.2)=0.35 |
Sa(0.2)=0.65 |
Sa(0.2)=1.00 |
Sa(0.2)=1.25 |
All locations |
||
2.44 |
1.22 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
15M@410 |
1.53 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
15M@410 |
|
1.83 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@200 |
10M@250 |
15M@410 |
|
2.14 |
10M@333 |
10M@333 |
10M@333 |
10M@300 |
10M@250 |
15M@400 |
15M@410 |
|
3.05 |
1.22 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
15M@410 |
1.53 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
15M@410 |
|
1.83 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@250 |
10M@250 |
15M@410 |
|
2.14 |
10M@300 |
10M@300 |
10M@300 |
10M@250 |
15M@400 |
15M@400 |
15M@410 |
|
2.44 |
10M@250 |
10M@250 |
10M@250 |
15M@400 |
15M@300 |
15M@300 |
15M@410 |
|
2.75 |
15M@4000 |
15M@400 |
15M@400 |
15M@300 |
15M@250 |
15M@250 |
15M@410 |
Wall Height (m) |
Backfill Height (m) |
Maximum Spacing for Vertical Reinforcement (mm) |
Maximum Spacing for Horizontal Reinforcement (mm) |
|||||
---|---|---|---|---|---|---|---|---|
Seismic Zone Classification |
||||||||
Sa(0.2)=0.10 |
Sa(0.2)=0.20 |
Sa(0.2)=0.35 |
Sa(0.2)=0.65 |
Sa(0.2)=1.00 |
Sa(0.2)=1.25 |
All locations |
||
3.66 |
1.22 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
15M@410 |
1.53 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@300 |
15M@410 |
|
1.83 |
10M@333 |
10M@333 |
10M@333 |
10M@300 |
10M@250 |
15M@400 |
15M@410 |
|
2.14 |
10M@250 |
10M@250 |
10M@250 |
15M@400 |
15M@300 |
15M@300 |
15M@410 |
|
2.44 |
15M@4000 |
15M@400 |
15M@400 |
15M@300 |
15M@250 |
15M@200 |
15M@410 |
|
2.75 |
15M@300 |
15M@300 |
15M@300 |
15M@250 |
15M@200 |
15M@150 |
15M@410 |
|
3.05 |
15M@250 |
15M@250 |
15M@250 |
15M@200 |
15M@150 |
15M@100 |
15M@410 |
|
3.36 |
15M@200 |
15M@200 |
15M@200 |
15M@150 |
15M@100 |
15M@100 |
15M@410 |
Wall Height (m) |
Backfill Height (m) |
Maximum Spacing for Vertical Reinforcement (mm) |
Maximum Spacing for Horizontal Reinforcement (mm) |
|||||
---|---|---|---|---|---|---|---|---|
Seismic Zone Classification |
||||||||
Sa(0.2)=0.10 |
Sa(0.2)=0.20 |
Sa(0.2)=0.35 |
Sa(0.2)=0.65 |
Sa(0.2)=1.00 |
Sa(0.2)=1.25 |
All locations |
||
2.44 |
1.22 |
10M@400 |
10M@400 |
10M@400 |
10M@400 |
10M@400 |
10M@400 |
15M@410 |
1.53 |
10M@400 |
10M@400 |
10M@400 |
10M@400 |
10M@400 |
10M@300 |
15M@410 |
|
1.83 |
10M@400 |
10M@400 |
10M@400 |
10M@300 |
10M@250 |
10M@200 |
15M@410 |
|
2.14 |
10M@300 |
10M@300 |
10M@300 |
10M@250 |
10M@200 |
15M@300 |
15M@410 |
|
3.05 |
1.22 |
10M@400 |
10M@400 |
10M@400 |
10M@400 |
10M@400 |
10M@400 |
15M@410 |
1.53 |
10M@400 |
10M@400 |
10M@400 |
10M@400 |
10M@300 |
10M@250 |
15M@410 |
|
1.83 |
10M@400 |
10M@400 |
10M@300 |
10M@250 |
10M@200 |
15M@300 |
15M@410 |
|
2.14 |
10M@250 |
10M@250 |
10M@250 |
10M@200 |
15M@300 |
15M@250 |
15M@410 |
|
2.44 |
10M@200 |
10M@200 |
10M@200 |
15M@300 |
15M@200 |
15M@150 |
15M@410 |
|
2.75 |
15M@300 |
15M@300 |
15M@300 |
15M@200 |
15M@150 |
15M@150 |
15M@410 |
|
3.66 |
1.22 |
10M@400 |
10M@400 |
10M@400 |
10M@400 |
10M@400 |
10M@400 |
15M@410 |
1.53 |
10M@400 |
10M@400 |
10M@400 |
10M@400 |
10M@300 |
10M@250 |
15M@410 |
|
1.83 |
10M@300 |
10M@300 |
10M@300 |
10M@250 |
15M@300 |
15M@300 |
15M@410 |
|
2.14 |
10M@250 |
10M@250 |
10M@200 |
15M@300 |
15M@250 |
15M@200 |
15M@410 |
|
2.44 |
15M@300 |
15M@300 |
15M@300 |
15M@200 |
15M@150 |
15M@150 |
15M@410 |
|
2.75 |
15M@250 |
15M@250 |
15M@250 |
15M@150 |
15M@100 |
15M@100 |
15M@410 |
|
3.05 |
15M@200 |
15M@200 |
15M@150 |
15M@100 |
15M@100 |
NA 1 |
15M@410 |
|
3.36 |
15M@150 |
15M@150 |
15M@100 |
15M@100 |
NA |
NA |
15M@410 |
Wall Height (m) |
Backfill Height (m) |
Maximum Spacing for Vertical Reinforcement (mm) |
Maximum Spacing for Horizontal Reinforcement (mm) |
|||||
---|---|---|---|---|---|---|---|---|
Seismic Zone Classification |
||||||||
Sa(0.2)=0.10 |
Sa(0.2)=0.20 |
Sa(0.2)=0.35 |
Sa(0.2)=0.65 |
Sa(0.2)=1.00 |
Sa(0.2)=1.25 |
All locations |
||
2.44 |
1.22 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
15M@410 |
1.53 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
15M@410 |
|
1.83 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@300 |
10M@250 |
15M@410 |
|
2.14 |
10M@333 |
10M@333 |
10M@333 |
10M@300 |
10M@250 |
15M@400 |
15M@410 |
|
3.05 |
1.22 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
15M@410 |
1.53 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
15M@410 |
|
1.83 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@250 |
15M@400 |
15M@410 |
|
2.14 |
10M@333 |
10M@333 |
10M@300 |
10M@250 |
15M@400 |
15M@300 |
15M@410 |
|
2.44 |
10M@250 |
10M@250 |
10M@250 |
15M@400 |
15M@300 |
15M@250 |
15M@410 |
|
2.75 |
15M@400 |
15M@400 |
15M@400 |
15M@300 |
15M@250 |
15M@200 |
15M@410 |
|
3.66 |
1.22 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
15M@410 |
1.53 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@300 |
15M@410 |
|
1.83 |
10M@333 |
10M@333 |
10M@333 |
10M@300 |
10M@250 |
15M@400 |
15M@410 |
|
2.14 |
10M@250 |
10M@250 |
10M@250 |
15M@400 |
15M@300 |
15M@300 |
15M@410 |
|
2.44 |
15M@400 |
15M@400 |
15M@400 |
15M@300 |
15M@250 |
15M@200 |
15M@410 |
|
2.75 |
15M@300 |
15M@300 |
15M@300 |
15M@250 |
15M@200 |
15M@150 |
15M@410 |
|
3.05 |
15M@250 |
15M@250 |
15M@250 |
15M@200 |
15M@150 |
15M@100 |
15M@410 |
|
3.36 |
15M@200 |
15M@200 |
15M@200 |
15M@150 |
15M@100 |
15M@100 |
15M@410 |
Wall Height (m) |
Backfill Height (m) |
Maximum Spacing for Vertical Reinforcement (mm) |
Maximum Spacing for Horizontal Reinforcement (mm) |
|||||
---|---|---|---|---|---|---|---|---|
Seismic Zone Classification |
||||||||
Sa(0.2)=0.10 |
Sa(0.2)=0.20 |
Sa(0.2)=0.35 |
Sa(0.2)=0.65 |
Sa(0.2)=1.00 |
Sa(0.2)=1.25 |
All locations |
||
2.44 |
1.22 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
15M@410 |
1.53 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
15M@410 |
|
1.83 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@300 |
15M@410 |
|
2.14 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@300 |
10M@250 |
15M@410 |
|
3.05 |
1.22 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
15M@410 |
1.53 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
15M@410 |
|
1.83 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@250 |
15M@410 |
|
2.14 |
10M@333 |
10M@333 |
10M@333 |
10M@300 |
15M@400 |
15M@400 |
15M@410 |
|
2.44 |
10M@300 |
10M@300 |
10M@300 |
15M@400 |
15M@300 |
15M@300 |
15M@410 |
|
2.75 |
10M@250 |
10M@250 |
15M@400 |
15M@300 |
15M@250 |
15M@250 |
15M@410 |
|
3.66 |
1.22 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
15M@410 |
1.53 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
15M@410 |
|
1.83 |
10M@333 |
10M@333 |
10M@333 |
10M@333 |
10M@250 |
15M@400 |
15M@410 |
|
2.14 |
10M@333 |
10M@333 |
15M@333 |
10M@250 |
15M@400 |
15M@300 |
15M@410 |
|
2.44 |
10M@250 |
10M@250 |
10M@250 |
15M@300 |
15M@250 |
15M@250 |
15M@410 |
|
2.75 |
15M@400 |
15M@400 |
15M@300 |
15M@300 |
15M@200 |
15M@150 |
15M@410 |
|
3.05 |
15M@300 |
15M@300 |
15M@300 |
15M@200 |
15M@150 |
15M@150 |
15M@410 |
|
3.36 |
15M@250 |
15M@250 |
15M@250 |
15M@200 |
15M@150 |
15M@100 |
15M@410 |
|
Wall Height (m) |
Max. Spacing for Vertical Reinforcement (mm) |
Max. Spacing for Horizontal Reinforcement (mm) |
||
---|---|---|---|---|---|
150-mm wall |
200-mm wall |
150-mm wall |
200-mm wall |
||
Hourly Wind Pressure, q1/50 ≤ 0.58 kPa Sa(0.2) ≤ 0.94 |
|||||
Single-storey concrete construction supporting a wood-frame roof structure |
2.44 |
10M@400 |
10M@333 |
10M@325 |
15M@410 |
3.05 |
10M@400 |
10M@333 |
10M@325 |
15M@410 |
|
3.66 |
10M@400 |
10M@333 |
10M@325 |
15M@410 |
|
Wall Height (m) |
Max. Spacing for Vertical Reinforcement (mm) |
Max. Spacing for Horizontal Reinforcement (mm) |
||
---|---|---|---|---|---|
150-mm wall |
200-mm wall |
150-mm wall |
200-mm wall |
||
Hourly Wind Pressure, q1/50 ≤ 0.58 kPa Sa(0.2) ≤ 0.94 |
|||||
Ground floor concrete construction supporting a second- storey wood-frame and wood-frame roof structure |
2.44 |
10M@400 |
10M@333 |
10M@325 |
15M@410 |
3.05 |
10M@400 |
10M@333 |
10M@325 |
15M@410 |
|
3.66 |
10M@400 |
10M@333 |
10M@325 |
15M@410 |
|
Ground floor concrete construction supporting a second- storey concrete construction and a wood-frame roof structure |
2.44 |
10M@400 |
10M@333 |
10M@325 |
15M@410 |
3.05 |
10M@400 |
10M@333 |
10M@325 |
15M@410 |
|
3.66 |
10M@400 |
10M@333 |
10M@325 |
15M@410 |
Sa(0.2) |
0.4 |
0.6 |
0.8 |
1.0 |
1.2 |
||||||
---|---|---|---|---|---|---|---|---|---|---|---|
Building |
|
|
|
|
|
|
|
|
|
|
|
Length |
Width |
G-2 |
2-R |
G-2 |
2-R |
G-2 |
2-R |
G-2 |
2-R |
G-2 |
2-R |
6 |
6 |
1.22 |
1.20 |
1.40 |
1.20 |
1.55 |
1.20 |
1.64 |
1.20 |
1.97 |
1.20 |
9 |
6 |
1.55 |
1.20 |
1.77 |
1.20 |
1.96 |
1.20 |
2.08 |
1.20 |
2.49 |
1.26 |
9 |
9 |
1.90 |
1.20 |
2.17 |
1.20 |
2.40 |
1.22 |
2.54 |
1.29 |
3.05 |
1.55 |
12 |
6 |
1.88 |
1.20 |
2.15 |
1.20 |
2.37 |
1.20 |
2.52 |
1.28 |
3.02 |
1.53 |
12 |
12 |
2.62 |
1.34 |
2.99 |
1.53 |
3.30 |
1.69 |
3.51 |
1.79 |
4.21 |
2.15 |
15 |
6 |
2.21 |
1.20 |
2.52 |
1.28 |
2.78 |
1.41 |
2.95 |
1.50 |
3.55 |
1.80 |
15 |
12 |
2.99 |
1.53 |
3.41 |
1.74 |
3.77 |
1.93 |
4.00 |
2.04 |
4.80 |
2.45 |
15 |
15 |
3.38 |
1.73 |
3.86 |
1.98 |
4.26 |
2.18 |
4.52 |
2.32 |
5.43 |
2.78 |
18 |
6 |
2.53 |
1.29 |
2.90 |
1.47 |
3.20 |
1.62 |
3.39 |
1.72 |
4.07 |
2.07 |
18 |
12 |
3.36 |
1.72 |
3.84 |
1.96 |
4.24 |
2.17 |
4.50 |
2.30 |
5.40 |
2.76 |
18 |
18 |
4.18 |
2.15 |
4.78 |
2.46 |
5.28 |
2.71 |
5.60 |
2.88 |
6.72 |
3.45 |
24 |
6 |
3.19 |
1.62 |
3.64 |
1.85 |
4.02 |
2.04 |
4.27 |
2.17 |
5.12 |
2.60 |
24 |
12 |
4.10 |
2.10 |
4.68 |
2.40 |
5.17 |
2.65 |
5.49 |
2.81 |
6.58 |
3.38 |
24 |
18 |
5.00 |
2.58 |
5.72 |
2.95 |
6.32 |
3.26 |
6.70 |
3.46 |
8.04 |
4.15 |
24 |
24 |
5.91 |
3.06 |
6.76 |
3.50 |
7.46 |
3.86 |
7.92 |
4.10 |
9.50 |
4.92 |
Sa(0.2) |
0.4 |
0.6 |
0.8 |
1.0 |
1.2 |
||||||
---|---|---|---|---|---|---|---|---|---|---|---|
Building |
|
|
|
|
|
|
|
|
|
|
|
Length |
Width |
G-2 |
2-R |
G-2 |
2-R |
G-2 |
2-R |
G-2 |
2-R |
G-2 |
2-R |
6 |
6 |
1.20 |
1.20 |
1.27 |
1.20 |
1.40 |
1.20 |
1.48 |
1.20 |
1.78 |
1.20 |
9 |
6 |
1.40 |
1.20 |
1.60 |
1.20 |
1.77 |
1.20 |
1.88 |
1.20 |
2.25 |
1.20 |
9 |
9 |
1.71 |
1.20 |
1.95 |
1.20 |
2.16 |
1.20 |
2.29 |
1.20 |
2.75 |
1.39 |
12 |
6 |
1.69 |
1.20 |
1.94 |
1.20 |
2.14 |
1.20 |
2.27 |
1.20 |
2.72 |
1.38 |
12 |
12 |
2.34 |
1.20 |
2.68 |
1.36 |
2.96 |
1.50 |
3.14 |
1.60 |
3.77 |
1.91 |
15 |
6 |
1.99 |
1.20 |
2.27 |
1.20 |
2.51 |
1.27 |
2.66 |
1.35 |
3.19 |
1.62 |
15 |
12 |
2.67 |
1.36 |
3.05 |
1.55 |
3.37 |
1.71 |
3.57 |
1.82 |
4.29 |
2.18 |
15 |
15 |
3.01 |
1.54 |
3.44 |
1.75 |
3.80 |
1.94 |
4.03 |
2.06 |
4.84 |
2.47 |
18 |
6 |
2.28 |
1.20 |
2.61 |
1.32 |
2.88 |
1.46 |
3.05 |
1.55 |
3.66 |
1.86 |
18 |
12 |
2.99 |
1.53 |
3.42 |
1.74 |
3.78 |
1.93 |
4.01 |
2.04 |
4.81 |
2.45 |
18 |
18 |
3.71 |
1.90 |
4.24 |
2.17 |
4.68 |
2.39 |
4.96 |
2.54 |
5.96 |
3.05 |
24 |
6 |
2.87 |
1.45 |
3.28 |
1.66 |
3.62 |
1.83 |
3.84 |
1.95 |
4.61 |
2.33 |
24 |
12 |
3.64 |
1.86 |
4.16 |
2.13 |
4.60 |
2.35 |
4.88 |
2.49 |
5.85 |
2.99 |
24 |
18 |
4.42 |
2.27 |
5.05 |
2.59 |
5.58 |
2.86 |
5.92 |
3.04 |
7.10 |
3.65 |
24 |
24 |
5.19 |
2.68 |
5.94 |
3.06 |
6.56 |
3.38 |
6.96 |
3.58 |
8.35 |
4.30 |
Sa(0.2) |
0.4 |
0.6 |
0.8 |
1.0 |
1.2 |
||||||
---|---|---|---|---|---|---|---|---|---|---|---|
Building |
|
|
|
|
|
|
|
|
|
|
|
Length |
Width |
G-2 |
2-R |
G-2 |
2-R |
G-2 |
2-R |
G-2 |
2-R |
G-2 |
2-R |
6 |
6 |
1.20 |
1.20 |
1.20 |
1.20 |
1.31 |
1.20 |
1.39 |
1.20 |
1.67 |
1.20 |
9 |
6 |
1.31 |
1.20 |
1.50 |
1.20 |
1.65 |
1.20 |
1.76 |
1.20 |
2.11 |
1.20 |
9 |
9 |
1.60 |
1.20 |
1.82 |
1.20 |
2.01 |
1.20 |
2.14 |
1.20 |
2.56 |
1.30 |
12 |
6 |
1.58 |
1.20 |
1.81 |
1.20 |
2.00 |
1.20 |
2.12 |
1.20 |
2.54 |
1.28 |
12 |
12 |
2.18 |
1.20 |
2.49 |
1.26 |
2.75 |
1.39 |
2.92 |
1.48 |
3.50 |
1.78 |
15 |
6 |
1.86 |
1.20 |
2.12 |
1.20 |
2.34 |
1.20 |
2.49 |
1.26 |
2.98 |
1.51 |
15 |
12 |
2.48 |
1.26 |
2.83 |
1.44 |
3.13 |
1.59 |
3.32 |
1.68 |
3.98 |
2.02 |
15 |
15 |
2.79 |
1.42 |
3.18 |
1.62 |
3.52 |
1.79 |
3.73 |
1.90 |
4.48 |
2028 |
18 |
6 |
2.13 |
1.20 |
2.43 |
1.23 |
2.69 |
1.36 |
2.85 |
1.44 |
3.42 |
1.73 |
18 |
12 |
2.77 |
1.41 |
3.17 |
1.61 |
3.50 |
1.78 |
3.72 |
1.89 |
4.46 |
2.27 |
18 |
18 |
3.42 |
1.75 |
3.91 |
2.00 |
4.32 |
2.20 |
4.58 |
2.34 |
5.5 |
2.81 |
24 |
6 |
2.67 |
1.35 |
3.05 |
1.55 |
3.37 |
1.71 |
3.58 |
1.81 |
4.30 |
2.17 |
24 |
12 |
3.37 |
1.72 |
3.85 |
1.96 |
4.25 |
2.17 |
4.51 |
2.30 |
5.42 |
2.76 |
24 |
18 |
4.07 |
2.08 |
4.65 |
2.38 |
5.13 |
2.63 |
5.45 |
2.79 |
6.54 |
3.34 |
24 |
24 |
4.76 |
2.44 |
5.44 |
2.79 |
6.01 |
3.09 |
6.38 |
3.27 |
7.66 |
3.93 |
150-mm Core |
Factored Uniformly Distributed Load |
|||||||
---|---|---|---|---|---|---|---|---|
10 kN/m |
20 kN/m |
|||||||
Opening Width (mm) |
Lintel Depth (mm) |
Bottom Steel |
Stirrups |
Stirrup End Distance (mm) |
Lintel Depth (mm) |
Bottom Steel |
Stirrups |
Stirrup End Distance (mm) |
2500 |
300 |
1-15M |
No stirrups |
0 |
300 |
1-15M |
No stirrups |
0 |
3000 |
300 |
1-15M |
No stirrups |
0 |
300 |
2-15M |
10M@150 |
260 |
3500 |
300 |
1-15M |
No stirrups |
0 |
300 |
2-15M |
10M@150 |
510 |
4000 |
300 |
2-15M |
No stirrups |
0 |
300 |
2-20M |
10M@150 |
760 |
4500 |
300 |
2-15M |
No stirrups |
0 |
450 |
2-15M |
10M@250 |
530 |
5000 |
300 |
2-15M |
No stirrups |
0 |
450 |
2-20M |
10M@250 |
780 |
5500 |
300 |
2-20M |
10M@150 |
270 |
600 |
2-20M |
10M@350 |
640 |
6000 |
450 |
2-15M |
No stirrups |
0 |
600 |
2-20M |
10M@350 |
890 |
150-mm Core |
Factored Uniformly Distributed Load |
|||||||
---|---|---|---|---|---|---|---|---|
30 kN/m |
40 kN/m |
|||||||
Opening Width (mm) |
Lintel Depth (mm) |
Bottom Steel |
Stirrups |
Stirrup End Distance (mm) |
Lintel Depth (mm) |
Bottom Steel |
Stirrups |
Stirrup End Distance (mm) |
1500 |
300 |
1-15M |
No stirrups |
0 |
300 |
1-15M |
No stirrups |
0 |
2000 |
300 |
1-15M |
No stirrups |
0 |
300 |
2-15M |
10M@150 |
380 |
2500 |
300 |
2-15M |
10M@150 |
420 |
300 |
2-15M |
10M@150 |
630 |
3000 |
300 |
2-20M |
10M@150 |
670 |
450 |
2-15M |
10M@250 |
640 |
3500 |
450 |
2-15M |
10M@250 |
600 |
450 |
2-20M |
10M@250 |
890 |
4000 |
450 |
2-20M |
10M@250 |
850 |
600 |
2-20M |
10M@350 |
950 |
4500 |
600 |
2-20M |
10M@350 |
850 |
600 |
2-20M |
10M@350 |
1200 |
5000 |
600 |
2-20M |
10M@350 |
110 |
NA |
NA |
NA |
|
5500 |
NA |
NA |
NA |
NA |
NA |
NA |
NA |
NA |
150-mm Core |
Factored Uniformly Distributed Load |
|||
---|---|---|---|---|
50 kN/m |
||||
Opening Width (mm) |
Lintel Depth (mm) |
Bottom Steel |
Stirrups |
Stirrup End Distance (mm) |
1000 |
300 |
1-15M |
No stirrups |
0 |
1500 |
300 |
1-15M |
10M@150 |
250 |
2000 |
300 |
2-15M |
10M@150 |
500 |
2500 |
300 |
2-20M |
10M@150 |
750 |
3000 |
450 |
2-20M |
10M@250 |
810 |
3500 |
600 |
2-20M |
10M@350 |
910 |
4000 |
600 |
2-20M |
10M@300 |
1160 |
4500 |
NA |
NA |
NA |
200-mm Core |
Factored Uniformly Distributed Load |
|||||||
---|---|---|---|---|---|---|---|---|
10 kN/m |
20 kN/m |
|||||||
Opening Width (mm) |
Lintel Depth (mm) |
Bottom Steel |
Stirrups |
Stirrup End Distance (mm) |
Lintel Depth (mm) |
Bottom Steel |
Stirrups |
Stirrup End Distance (mm) |
2500 |
300 |
1-15M |
No stirrups |
0 |
300 |
1-15M |
No stirrups |
0 |
3000 |
300 |
1-15M |
No stirrups |
0 |
300 |
2-15M |
10M@150 |
260 |
3500 |
300 |
1-15M |
No stirrups |
0 |
300 |
2-15M |
10M@150 |
510 |
4000 |
300 |
2-15M |
No stirrups |
0 |
300 |
2-20M |
10M@150 |
760 |
4500 |
300 |
2-15M |
No stirrups |
0 |
450 |
2-15M |
10M@250 |
530 |
5000 |
300 |
2-15M |
No stirrups |
0 |
450 |
2-20M |
10M@250 |
780 |
5500 |
300 |
2-20M |
10M@150 |
270 |
600 |
2-20M |
10M@350 |
640 |
6000 |
450 |
2-15M |
No stirrups |
0 |
600 |
2-20M |
10M@350 |
890 |
200-mm Core |
Factored Uniformly Distributed Load |
|||||||
---|---|---|---|---|---|---|---|---|
30 kN/m |
40 kN/m |
|||||||
Opening Width (mm) |
Lintel Depth (mm) |
Bottom Steel |
Stirrups |
Stirrup End Distance (mm) |
Lintel Depth (mm) |
Bottom Steel |
Stirrups |
Stirrup End Distance (mm) |
1500 |
300 |
1-15M |
No stirrups |
0 |
300 |
1-15M |
No stirrups |
0 |
2000 |
300 |
1-15M |
No stirrups |
0 |
300 |
2-15M |
10M@150 |
380 |
2500 |
300 |
2-15M |
10M@150 |
420 |
300 |
2-15M |
10M@150 |
630 |
3000 |
300 |
2-20M |
10M@150 |
670 |
450 |
2-15M |
10M@250 |
640 |
3500 |
450 |
2-15M |
10M@250 |
600 |
450 |
2-20M |
10M@250 |
890 |
4000 |
450 |
2-20M |
10M@250 |
850 |
600 |
2-20M |
10M@350 |
950 |
4500 |
600 |
2-20M |
10M@350 |
850 |
600 |
2-20M |
10M@350 |
1200 |
5000 |
600 |
2-20M |
10M@350 |
110 |
NA |
NA |
NA |
|
5500 |
NA |
NA |
NA |
NA |
NA |
NA |
NA |
NA |
200-mm Core |
Factored Uniformly Distributed Load |
|||
---|---|---|---|---|
50 kN/m |
||||
Opening Width (mm) |
Lintel Depth (mm) |
Bottom Steel |
Stirrups |
Stirrup End Distance (mm) |
1000 |
300 |
1-15M |
No stirrups |
0 |
1500 |
300 |
1-15M |
10M@150 |
250 |
2000 |
300 |
2-15M |
10M@150 |
500 |
2500 |
300 |
2-20M |
10M@150 |
750 |
3000 |
450 |
2-20M |
10M@250 |
810 |
3500 |
600 |
2-20M |
10M@350 |
910 |
4000 |
600 |
2-20M |
10M@300 |
1160 |
4500 |
NA |
NA |
NA |
NA |