Figure 1 shows a section through the proposed reinforced concrete pedestrian bridge. It will be…

Figure 1 shows a section through the proposed reinforced concrete pedestrian bridge. It will be continuous over two spans of 8 m and 12 m respectively and supported on 500 x 300 mm columns. Grade 30/19 concrete will be used and the cover to all steel must be a minimum of 50 mm. All finishes will be ‘off-shutter’ and the top surface of the bridge deck will be finished with a 50 mm layer of asphalt between the masonry parapets. The parapets will be constructed using clay face-bricks to form a solid 220 mm thick wall. Manufacture of the masonry units does not comply with the necessary

Figure 1 shows a section through the proposed reinforced concrete pedestrian bridge. It will be continuous over two spans of 8 m and 12 m respectively and supported on 500 x 300 mm columns. Grade 30/19 concrete will be used and the cover to all steel must be a minimum of 50 mm. All finishes will be ‘off-shutter’ and the top surface of the bridge deck will be finished with a 50 mm layer of asphalt between the masonry parapets. The parapets will be constructed using clay face-bricks to form a solid 220 mm thick wall. Manufacture of the masonry units does not comply with the necessary requirements, but the necessary construction control will be exercised. Carry out structural design of the pedestrian crossing by answering the questions below. Any other information not given here should be reasonably assumed and clearly stated. 220 mm masonry parapet 50 mm asphalt 600 250 300 250600 Figure 1: Section of pedestrian bridge Design the internal column and check all code requirements. Use sub-frame analysis in calculating axial loading and moments in the columns.

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