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

08 502 Design of Reinforced Concrete Structures - L15 - Practice problems.pdf. 08 502 Design of Reinforced Concrete Structures - L15 - Practice problems.pdf.

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