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Project Details
| Department | Civil Engineering |
| Type | Project |
| Pages | 100 |
| Chapters | 5 |
| Format | MS Word & PDF |
| Reference No. | CVE0054 |
Abstract
The Reliability Analysis of a Prestressed Concrete Beam (PCB) was presented using First Order Reliability Method and Eurocode 2 procedures to carry out the analysis. The results show that the safety of the PCBin bending decreasedfrom 2.9 to 1.0 and 3.1 to 2.6 as prestress force and the depth from the extreme compressive fiber to the neutral axis of the beam increased from 20kN to 100kN and 150mm to 350mm respectively, therefore the PCB is safer at low prestress force and depth to the bottom layer of the beam. The safety of the PCB increased from 1.52 to 2.5, 1.52 to 2.5 and 0.1 to 2.0 respecti…
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Full material
₦ 5,000 $(29)
| Pages | 100 |
| Delivery | Instant, after payment |