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Project Details
| Department | Structural Engineering |
| Type | Project |
| Pages | 55 |
| Reference Style | YES |
| Format | MS Word & PDF |
| Reference No. | STE0004 |
Abstract
This project work “Reliability analysis of a continuous beam using Hasofer-Lind Reliability Method” was primarily concerned with the effect of varying parameters such as load, modulus of elasticity, moment of inertia and span length on the reliability of a continuous beam. The limit state considered is deflection, and the allowable deflection is specified as L/360. The maximum deflection is 0.0069wL^4/EI and it occurs at 0.446L from either end (AISC, 1986). Reliability analysis, expressed in the form of reliability index (β) and probability of failure (Pf) were performed for continuous beam us…
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Full material
₦ 5,000 $(29)
| Pages | 55 |
| Delivery | Instant, after payment |