Computer · Design of Reinforced Concrete Structures

According to IS 456:2000, for a two-way continuous slab of shorter span ≤ 3.5 m with high-yield strength deformed (HYSD) steel reinforcement, the span-to-overall-depth ratio is taken as up to _________ to satisfy the vertical deflection limits for a loading class up to 3 kN/m2.

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According to IS 456:2000, for a two-way continuous slab of shorter span ≤ 3.5 m with high-yield strength deformed (HYSD) steel reinforcement, the span-to-overall-depth ratio is taken as up to _________ to satisfy the vertical deflection limits for a loading class up to 3 kN/m2.

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According to IS 456:2000, for a two-way continuous slab of shorter span ≤ 3.5 m with high-yield strength deformed (HYSD) steel reinforcement, the span-to-overall-depth ratio is taken as up to _________ to satisfy the vertical deflection limits for a loading class up to 3 kN/m2.

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