Calculation of Ultimate Loads of Two-Way Reinforced Concrete Slabs

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Abstract:

This paper presents the latest developments of a simple method used to determine the ultimate load of two-way simply supported reinforced concrete slabs. Based on the reinforcement ratio, two failure criteria are proposed in the paper. The effectiveness of the developed model is validated through satisfactory comparison with from test results.

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850-854

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December 2012

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Bailey C.G., Toh W.S: Fire Safety J. Vol. 42(2007), p.425

Google Scholar

[2] Usmani AS and Cameron NJK: Cement Concrete Com. Vol.26(2004), p.127

Google Scholar

[3] Dong YL, Fang YY: Mag Concrete Res. Vol. 62(2010), p.17

Google Scholar

[4] Dong YL: Mag Concrete Res. Vol. 62(2010), p.497

Google Scholar

[5] Robert Park, and William Leo Gamble: Reinforced concrete slabs. (John Wiley and Sons, USA 2000 ).

Google Scholar

[6] Building Code Requirements for Reinforced Concrete (GB50010-2002): (China Architecture &Building Press, Beijing 2002).(In Chinese)

Google Scholar

[7] Taylor R, Maher DRH and Hayes B: Mag Concrete Res. Vol.18(1966), p.85

Google Scholar