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D = 450 mm B = 230 mm
Civil Engineering Encyclopedia — India's IS Code Reference

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Bending Stress
σ = M·y / I
M = bending moment, y = distance from NA, I = moment of inertia
Limiting Moment of Resistance
Mu,lim = 0.138·fck·b·d²
For Fe415 steel (IS 456 Table — xu,max/d = 0.479)
Area of Steel Required
Ast = Mu / (0.87·fy·d·(1 - fy·Ast / fck·b·d))
Iterative formula per IS 456 Cl. G-1.1
Water-Cement Ratio
w/c = 0.5 / (f'c / fck + 1.5)
Abrams' law approximation for IS 10262 mix design
Safe Bearing Capacity
SBC = (cNc + γDNq + 0.5γBNγ) / FOS
Terzaghi's general bearing capacity equation
Shear Stress
τv = Vu / (b·d)
Nominal shear stress (IS 456 Cl. 40.1)
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Finding reliable, practical, and code-compliant information on site or in the design office is often frustrating. Developed by Prabakaran and drawing from active experience as a Project Engineer managing large-scale international infrastructure, this encyclopedia bridges the gap between academic theory and practical site execution.

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