1.2 The layout of a slab for general office block is presented in Figure 1. The slab by panels and is supported by beams, which are also supported by columns. The slab is power floated and the beams are not cast monolithically with the slab and are truly supported. The concrete strength is ( 30 mathrm{MPa} ), cover to reinforcement is

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1.2 The layout of a slab for general office block is presented in Figure 1. The slab by panels and is supported by beams, whi

1.2 The layout of a slab for general office block is presented in Figure 1. The slab by panels and is supported by beams, which are also supported by columns. The slab is power floated and the beams are not cast monolithically with the slab and are truly supported. The concrete strength is \( 30 \mathrm{MPa} \), cover to reinforcement is \( 25 \mathrm{~mm} \); use Y12 for main reinforcement and the unit weight of the concrete is \( 2500 \mathrm{~kg} / \mathrm{m}^{3} \). Design for flexural reinforcement of the slab designated Panel D. Check Minimum and maximum percentage requirement. Given the characteristic strength of steel \( \mathrm{Fy}=450 \mathrm{MPa} \), all columns are \( 300 \mathrm{x} 250 \mathrm{~mm} \) and slab thickness is \( 200 \mathrm{~mm} \).

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