PSAD SITUATION 16: Pattern Loading in Four-Span Continuous Beam

CELE Past Board Exam Problem Situation16: Beam KLMNO is to be analyzed for the maximum forces at ultimate condition. Service Loads: Total DL = 4.6 kPa, LL = 4.8 kPa. U = 1.2D + 1.6L Given: L = 8 m, S1 = 2.5 m, S2 = 3 m Apply pattern loadings. 1. Calculate the maximum shear (kN) at span LM. 2. Calculate the maximum shear at span NO. 3. Calculate the maximum negative moment in span NO. Thanks for watching! Comment for questions and suggestions for future lecture in this series. Subscribe and hit the bell button to be notified for future posts. #civilengineering #boardexam #engineering #structuralanalysis #structuralengineering #CivilEngineeringLicensureExamination #PRC #PSAD #reinforcedconcrete #RCD #prestressedconcrete #Prestressing #loadanalysis #patternloading #patternload #theoryofstructures