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# Term%20Project%20Slab - Design of Reinforced Concrete Slabs...

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Design of Reinforced Concrete Slabs

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Design Criteria h t =200 mm b= 1 m Bending moment diagram M u = 30 kN-m (Negative moment) Design moment
Material Concrete Compressive strength: Modulus of Elasticity: [LRFD C5.4.2.4] (Expected) Modulus of Rupture for 5.7.3.4 and 5.7.3.6.2: (90-ile) Modulus of Rupture for 5.7.3.3.2: Equivalent stress block [LRFD 5.7.2.2] f c 30 MPa = E c 4800 f c MPa = E c 26.3 GPa = f r 1 0.63 f c = f r 1 3.45 MPa = f r 2 0.97 f c = f r 2 5.31 MPa = β 1 0.836 =

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Material Reinforcement ASTM A 706 Grade 60 Steel Yield strength: Modulus of elasticity: f y 414 MPa = E s 200 GPa =
Miscellaneous Requirements Cover – [LRFD Table 5.12.3-1] cover d cover 50 mm =

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Miscellaneous Requirements Spacing of Reinforcement [LRFD 5.10.8.2] s max s max min 450 mm 3 h slab , ( 29 = s max 450.00 mm =
Miscellaneous Requirements Minimum area of steel for temperature and shrinkage [LRFD 5.10.8.2] A smin = 0.11 t y h b f

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Minimum Reinforcement Per LRFD Article 5.7.3.3.2, the minimum flexural
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## This note was uploaded on 04/09/2012 for the course SE 151A taught by Professor Restrepo during the Spring '12 term at UCSD.

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Term%20Project%20Slab - Design of Reinforced Concrete Slabs...

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