Discussion of Principles of Structural Analysis and Design problems in preparation for Civil Engineering Licensure Examination.
Curated by: Engr. Harf Miranda (Sir Harf Engineering Tutorial) (125 videos)
Check out our Review Center: https://www.facebook.com/share/1AC24Wsb9v/?mibextid=wwXIfr SITUATION: A highway load composed of a uniform load of magnitude 100 kN/m and a concentrated load of 150 kN passes through a simply supported beam 10 m long with an overhang of 3 m to the right. There is a uniform dead load applied over the entire span of 20 kN/m. 1. Based on the influence line diagram for the maximum reaction at the left support, determine the reaction. A. 650 kN C. 605 kN B. 696 kN D. 741 kN 2. Based on the influence line diagram for the maximum shear at midspan, determine the maximum negative shear. A. 254 kN C. 375 kN B. 245 kN D. 475 kN 3. Based on the influence line diagram for the maximum moment at midspan, determine the maximum positive moment. A. 1625 kN-m C. 1830 kN-m B. 1400 kN-m D. 365 kN-m 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 #theoryofstructures #cele #strengthofmaterials #mechanicsofmaterials #staticsofrigidbodies #steeldesign #compressionmember #trusses #friction #refresher #PSADRefresher #SHET