![]() Simulation (MCS) method has been adopted in the study to evaluate the reliability of footings. Statistical parameters of the design variables are selected from available literatures. ![]() The bearingįailure of soil, punching shear failure of concrete, flexural shear failure of footing and flexural bendingįailure of footing have been used for selecting the performance functions. The paper presents the reliability of Reinforced Concrete (RC) shallow footings designed usingīangladesh National Building Code (BNBC) 2006.To achieve the objectives of the study, three modelīuildings with different number of stories have been designed following BNBC 2006. ![]()
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