Week 12 Challenge
Given Data:
- Dead weight tonnage of Panamax vessel: 52,500 DWT
- Maximum number of containers: 4,500
- Weight of each container: 6.1 TEU
- Speed of the barge: 60 km/hr
- Span of the bridge: 12 m
- Width of the bridge: 7 m
- Size of the piers: 2.5 m x 2.5 m
- Rise of the bridge: 5 m
- Hydrodynamic coefficient: 1.25
To calculate the Barge Impact load on the bridge as per the Indian Road Congress (IRC) guidelines, we need to follow the IRC:6-2014 specifications for the design of bridges. Given the provided details,calculate the Barge Impact load step by step:
1. Calculation of Barge Weight: The dead weight tonnage of the Panamax vessel is given as 52,500 DWT. To calculate the weight of the barge (W), we convert it to kilonewtons (kN):
1 DWT = 9.81 kN W = 52,500 DWT * 9.81 kN/DWT W = 514,425 kN
2. Calculation of Cargo Weight: Each container is of standard 6.1 TEU, and the ship can accommodate a maximum of 4,500 containers. To calculate the total cargo weight (C), we consider the weight of each container and convert it to kilonewtons:
Weight of each container = 6.1 TEU * 20 tons/TEU * 9.81 kN/ton
Weight of each container = 1,195.8 kN
Total cargo weight = 4,500 containers * 1,195.8 kN/container
Total cargo weight = 5,380,100 kN
3. Calculation of Total Barge Weight: The total weight of the barge (W_total) is the sum of the barge weight (W) and the cargo weight (C):
W total = W + C W total = 514,425 kN + 5,380,100 kN
W total = 5,894,525 kN
4. Calculation of Hydrodynamic Impact Force: The hydrodynamic impact force (F) is calculated by multiplying the hydrodynamic coefficient, total barge weight, and velocity:
F = hydrodynamic coefficient * W total * velocity
F = 1.25 * 5,894,525 kN * (60,000 m/3600 s)
F = 1.25 * 5,894,525 kN * 16.67 m/s
F = 123,193,593.8 kN.m/s
5. Calculation of Impact Load per Unit Length: To calculate the impact load per unit length (q), we need to consider the span and width of the bridge:
Span of the bridge (L) = 12 m
Width of the bridge (W bridge) = 7 m
q = F / (L * W bridge)
q = 123,193,593.8 kN.m/s / (12 m * 7 m)
q = 1,745,647.1 kN/m
Therefore, the Barge Impact load on the bridge, as per IRC, is 1,745,647.1 kN/m.