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Chapter 10 - Prestressed Concrete Bridges
(254). (0.405). (10.097). (310.788). 50. 48. 21. 12. 10. 703. 34,517. 3,287. (15.2). (1,219). (533). (305). (254). (0.454). (1.437). (53.864). TABLE 10.3 Precast Prestressed I-Beam Section Properties (Figs. 10.3b and c). AASHTO. Section Dimensions, i

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i'i i t'r: i ii*rti.: ?:': i.,rffiff$.q#ffifl1ffih .lffi {ffi:irt-,?jrs{6! 6a. (06 Marks). b. Explain the mechanism of shear failure in PSC beams. A pre-stressed T-section has a flange width of 300 mm and the thickness of the flange is. 200 mm. The r

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