PSAD SITUATION 135: Load Analysis (One-way Distribution and Pattern Loadings) | CELE November 2022

CELE Past Board Exam Problem To learn more, enrol now to iReview Tutorial and Review Center: https://www.facebook.com/share/1AC24W... SITUATION: Beams supporting the slab panels are 300 mm wide and 400 mm depth (b x h). The columns supporting the beams are 400 mm square. Given: Total DL = 5.8 kPa LL = 4.8 kPa Required strength, U = 1.2DL + 1.6LL S = 2.5 m L = 6 m b = 300 mm t = 100 mm h = 400 mm Apply live load pattern loading 1. Determine the moment (kN-m) at joint L of beam KL. A. 160.33 C. 158.78 B. 145.25 D. 150.38 2. Determine the reaction (kN) at N. A. 268 C. 260 B. 198 D. 251 3. Determine the shear (kN) at L of beam KL. A. 181.21 C. 134.79 B. 174.35 D. 136.15 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. Check out our Review Center: https://www.facebook.com/share/1AC24W... #civilengineering #boardexam #engineering #structuralanalysis #structuralengineering #CivilEngineeringLicensureExamination #PRC #PSAD #loadanalysis #theoryofstructures #influencelines #CELESeptember2025