PSAD SITUATION 56: Load Analysis for Beams with Two-Way Slab and Pattern Loading | CELE May 2019

CELE Past Board Exam Problem Check out our Review Center: https://www.facebook.com/share/1AC24W... SITUATION: Given: Loads at service condition: Total Dead load = 5.0 kPa Live load = 4.8 kPa Dimensions: S = 3 m; L = 5.5 m Slab thickness, t = 100 mm Beam dimensions, b x h = 250 x 400 mm Load factors at ultimate conditions: U = 1.2D + 1.6L Beam BEHK is simply supported at joints B, E, H and K For maximum stress, apply pattern loading of live load. 1. Which of the following gives the maximum negative moment (kN-m) for beam BEHK? A. 16.6 C. 25.3 B. 26.9 D. 18.6 2. Calculate the maximum shear (kN) for beam BEHK. A. 46.6 C. 58.6 B. 65.2 D. 50.0 3. Find the maximum reactions (kN) at the support for beam BEHK. A. 88.8 C. 112.2 B. 94.9 D. 125.4 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 #CELENovember2024