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: A monolithic floor framing plan is shown in Figure CD-CM ACI12. The columns are 400 mm square, girders are 300 mm wide by 400 mm deep below the slab and slabs are 100 mm thick. The superimposed floor dead load is 3 kPa and the service floor live load is 4.8 kPa. U = 1.2D + 1.6L and use concrete weight = 24 kN/m3. 1. Calculate the ultimate positive moment in kN-m on girder FG by ACI Moment Coefficients. A. 86.27 C. 107.63 B. 125.56 D. 84.48 2. Calculate the ultimate negative moment in kN-m at F on girder FG. A. 146.98 C. 88.13 B. 135.17 D. 106.28 3. Calculate the ultimate positive moment on girder EF. A. 98.78 C. 96.55 B. 71.84 D. 87.42 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