The NSCP 2015 mandates the method. The basic philosophy: [ U = 1.2D + 1.6L \quad \text(basic load combination) ] Where (D) = dead load, (L) = live load. Seismic and wind loads add other factors.
Concrete members must always be designed to prevent sudden shear failures. Shear reinforcement (stirrups) is required when the factored shear force ( Vucap V sub u
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Applying simplified coefficients ( Rncap R sub n ) to estimate the required reinforcement ratio ( Concrete members must always be designed to prevent
Understanding Simplified Reinforced Concrete Design via the 2015 NSCP