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)
Enrol to our Review Center: https://www.facebook.com/share/1AC24Wsb9v/?mibextid=wwXIfr SITUATION: Refer to Figure SMM3-R45, The bridge truss shown has a span of 8 m and carries a concentrated load of 116 kN and a uniform load of 12 kN/m. 1. Compute the maximum ordinate of the influence line for the stress in member CE. A. -0.417 C. 0.417 B. -0.833 D. 0.833 2. Compute the stress of member CE due to concentrated load of 116 kN only. A. 48.372 (C) C. 48.372 (T) B. 96.66 (C) D. 96.66 (T) 3. Compute the total stress of member CE. A. 68.388 (C) C. 68.388 (T) B. 136.66 (T) D. 136.66 (T) 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