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 beam-to-column connection is made with a structural tee as shown in Figure STL-D46. Eight 20-mm-diameter, fully tightened bearing-type bolts are used to attach the flange of the tee to the column flange. It is subjected to a total service load of R at an eccentricity e. Assume that the bolt threads are in the plane of shear. The column flange is 10 mm thick and the tee flange is 12 mm thick. 1. Calculate the maximum beam reaction R if the allowable shear stress in the bolts is 100 MPa. A. 251 kN C. 502 kN B. 337.5 kN D. 168.75 2. Calculate the maximum bearing stress in MPa in the members connected if R = 270 kN. A. 107.43 C. 140.62 B. 120.32 D. 168.75 3. Calculate the maximum eccentricity of the load R = 270 kN if the allowable tensile stress in the bolts is 147 MPa. A. 70 mm C. 90 mm B. 85 mm D. 65 mm 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