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Assignment 4 - Prestressed Concrete

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Solutions to CVEN4301 Advanced Concrete Structures Pre-stressed Concrete Assignment 4 in 2015. .

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Assignment 4 - Prestressed Concrete
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Character encoding Macron Poetic rhythm True & Livin' Draft:Torrance T. Stephens Language Notation Latin alphabets Unicode blocks Medieval Unicode Font Initiative
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In addition to its self-weight, the girder only carries an imposed uniformly distributed action of Q= 21 kN/m (Live load). The girder is prestressed and the prestressing bars are 29 mm diameter hot-rolled super grade according to AS/NZS4672.1 and the prestressing bars have greased-and-wrapped coating. The total initial prestress induced in the prestressing (super grade) bars is σ 0 = 680 MPa and both super grade bars are prestressed simultaneously. Cross section Figure-1 Use the following assumptions and material properties in your calculations. Ignore the effect of steel bars when you are calculating gross cross sectional properties (i.e. I g and A g Parabolic Centroidal axis e c = 360 mm tensioned bars Axis of symmetry 18000 mm m m 0 5 1 m m 0 0 2 1 φ 29 prestressed 4N20, l=18.0 m conventional bars m m 0 0 2 m m ...
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