- Page 1
- Page 2 - Page 3 - Page 4 - Page 5 - Page 6 - Page 7 - Page 8 - Page 9 - Page 10 - Page 11 - Page 12 - Page 13 - Page 14 - Page 15 - Page 16 - Page 17 - Page 18 - Page 19 - Page 20 - Page 21 - Page 22 - Page 23 - Page 24 - Page 25 - Page 26 - Page 27 - Page 28 - Page 29 - Page 30 - Page 31 - Page 32 - Page 33 - Page 34 - Page 35 - Page 36 - Page 37 - Page 38 - Page 39 - Page 40 - Page 41 - Page 42 - Page 43 - Page 44 - Page 45 - Page 46 - Page 47 - Page 48 - Page 49 - Page 50 - Page 51 - Page 52 - Page 53 - Page 54 - Page 55 - Page 56 - Flash version © UniFlip.com |
![]()
minimizing distortion | pnu’s apm unsymmetrical beams
The day King Abdullah Bin AbdulAziz Al Saud, Custodian of the Two Holy Mosques, inaugurated the Princess Nora Bint AbdulRahman University (PNU), he rode the Automated People Mover (APM) demand-responsive transport system designed to take students around the 800-ha campus safely, securely and with the least strain on the environment. PNU, east of Al-Riyadh, is the vision of the Custodian of the Two Holy Mosques to advance education in the Kingdom of Saudi Arabia. Completed in a record breaking two and a half years covering design and construction – the King himself laid the foundation stone on the 29th of Shawwal, 1429 (October 30th, 2008), just as he was the one to inaugurate the campus on the 12th of Jumada II, 1432 (May 15th, 2012).
The driverless dual-track APM transit system running smoothly and quietly on continuously welded steel rails is PNU’s center piece. Visible from all areas of campus, it rises on a pre-tension C-beam guideway 13-m above the academic plinth providing a lookout point from which students can gaze at the canopyshaded green piazzas connecting the academic buildings and runs on overlapping routes to the residential quarters stopping
at a total 14 stations. The plan calls for an easily constructible and cost-controlled design of the 12-km alignment guideway with straight and curved segments. Sticking with the 25-months grueling time schedule was a project requirement but delivering on looks and uncompromising soundness of design is that of the team of bridge engineering designers’ own commitment to design and execution.
1
5
2
3
6
4
1 Assembling of the two precast unsymmetrical C-beams on site 2 On site connection of the two C-beams through stitching concrete 3 Erection of the 10 cm precast slabs 4 Cast in situ of the 15 cm R.C deck slab 5 Final stage elevation and cross section of the 36 m straight span
4
|