RCC T-Beam and RCC deck Slab
|
Sr. No. |
Span (m) |
Skew angle |
Subject |
|---|---|---|---|
|
1. |
12 |
0° 15° 20° 30° 40° 45° |
|
PSC T-Beam and RCC Slab Composite
|
Sr. No. |
Span (m) |
Skew angle |
Subject |
|---|---|---|---|
|
1 |
20 |
0° 15° 20° 30° |
|
|
Sr. No. |
Span (m) |
Skew angle |
Subject |
|---|---|---|---|
|
2 |
24 |
0° 15° 20° 30° |
|
|
Sr. No. |
Span (m) |
Skew angle |
Subject |
|---|---|---|---|
|
3 |
28 |
0° 15° 20° 30° |
|
|
Sr. No. |
Span (m) |
Skew angle |
Subject |
|---|---|---|---|
|
4 |
32 |
0° 15° 20° 30° |
Standard drawings for 32.00 m span, 13.0 m width and 0° skew bridge for used in National Highways
|
PSC Box Girder and RCC Slab Composite
|
Sr. No. |
Span (m) |
Skew angle |
Subject |
|---|---|---|---|
|
1 |
32 |
0° 15° 20° 30° |
|