Abstract
The objective of this paper is a study on factors influencing the derivation of statistical parameters of flexural resistance and shear resistance for reinforced concrete beams. A variety of RC beams under bending and shear forces are designed and analyzed, taking into consideration different cross-sectional sizes, compressive concrete strengths, reinforcement ratios, and statistical distributions. The latest version of the American Building Code ACI-318-19 and ASCE/SEI 7-16 are used. The coefficient of variation (V) and bias factor (λ) for the selected models of reinforced concrete beams in flexure and shear are determined using the Monte Carlo simulation technique.
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