Week 2 Challenge
| Given Data | |||
| Width of the bridge deck |
7.00 |
m | |
| Span of the bridge | : | 24.00 | m |
| Pier (Diameter) | : | 2.00 | m |
| Wind speed | : | 42.00 | Km/hr |
| Unit weight of soil | : | 18.00 | kn/m3 |
| The seismic zone | : | III | m |
| Deck Slab Thickness | : | 0.20 | m |
| Waering Coat | : | 0.05 | m |
| Cross Girder Width | : | 0.30 | m |
| Inter. Cross Girder | : | 0.30 | m |
| Girder Centre to Centre | : | 1.90 | m |
| Width of Kerb | : | 0.35 | m |
| Railing Post Height | : | 0.865 | m |
| Railing Post Head Thickness | : | 0.22 | m |
| Girder Height | : | 1.65 | m |
| No of Girder | : | 4.00 | Nos |
| Kerb wall Width | : | 0.35 | m |
| kerb wall height | : | 0.35 | m |
| Unit weight of RCC Structure | : | 25.00 | Kn/m3 |
Consider as below:-
Load from Railing/Crash Barrier Load=7.5kn/m
Density of Wearing Coat=22kn/C^3
Load From Wearing Coat=22x.05=1.1kn/m^2