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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 : …
Md Nizamuddin Mondal
updated on 08 Jan 2023
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
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