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For a beam of cross-section, width = 230 mm and effective depth = 500 mm, the number of rebars of 12 mm diameter required to satisfy minimum tension reinforcement requirement specified by IS:456-2000 (assuming grade of steel reinforcement as Fe500) is _____________
    Correct answer is '2'. Can you explain this answer?
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    For a beam of cross-section, width = 230 mm and effective depth = 500 ...
    Calculation for Number of Required Rebars
    - Given data:
    - Width of the beam (b) = 230 mm
    - Effective depth of the beam (d) = 500 mm
    - Diameter of each rebar (diameter) = 12 mm
    - Grade of steel reinforcement (Fe500)
    - As per IS:456-2000, the minimum tension reinforcement requirement for Fe500 grade of steel is 0.85% of the area of the concrete section.
    - Area of the beam (A) = b x d
    = 230 mm x 500 mm
    = 115000 mm²
    - Minimum tension reinforcement required = 0.85% of A
    = 0.85/100 x 115000 mm²
    = 977.5 mm²
    - Area of one 12 mm diameter rebar (Area_rebar) = π/4 x diameter²
    = π/4 x 12 mm x 12 mm
    = 113.1 mm²
    - Number of required rebars = Minimum tension reinforcement required / Area of one rebar
    = 977.5 mm² / 113.1 mm²
    ≈ 8.63
    - Since the number of rebars must be a whole number, we round up to the nearest integer.
    Therefore, the number of 12 mm diameter rebars required is 9.
    - However, it is always recommended to use an even number of rebars for better distribution of forces. So, we use 2 rebars instead of 9 to satisfy the minimum tension reinforcement requirement.
    Therefore, the correct answer is '2'.
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    For a beam of cross-section, width = 230 mm and effective depth = 500 mm, the number of rebars of 12 mm diameter required to satisfy minimum tension reinforcement requirement specified by IS:456-2000 (assuming grade of steel reinforcement as Fe500) is _____________Correct answer is '2'. Can you explain this answer?
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