Collection of solved problems in Mechanics of Deformable Bodies arranged by topic.
Curated by: Engr. Harf Miranda (Sir Harf Engineering Tutorial) (54 videos)
CELE Past Board Exam Problem Check out our Review Center: https://www.facebook.com/share/1AC24Wsb9v/?mibextid=wwXIfr SITUATION: A simply supported beam has the following properties: Area, A = 12,031 mm2 Depth, d = 465 mm Flange width, bf = 193 mm Flange thickness, tf = 19 mm Web thickness, tw = 11 mm Moment of inertia about x-axis, Ix = 4.36 x 108 mm4 Yield strength, Fy = 248 MPa Allowable flexural stress, Fb = 163 MPa 1. Solve for the moment capacity (kN-m) of the beam. A. 306 C. 465 B. 290 D. 173 2. To strengthen the beam, 150 mm wide and 12 mm thick cover plate is added both at the top and bottom flange. Compute the resulting moment capacity of the section (kN-m). A. 427 C. 532 B. 357 D. 310 3. The beam is to carry a moment of 480 kN-m. Cover plates at the top and bottom of the flange are to be added to strengthen the section. Using 10 mm thick cover plate, calculate the required width (mm) of the cover plate. A. 200 C. 275 B. 250 D. 225 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 #loadanalysis #theoryofstructures #influencelines #CELENovember2024