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: Two plates, each 11 mm thick, are bolted together form a lapped tension member as shown. Diameter of bolts are 18 mm, and the plate material is A36 steel with Fy = 250 MPa and Fu = 400 MPa. Assume the fasteners are adequate and do not control the tensile capacity. The diameter of hole is 3 mm bigger than the diameter of bolt. See figure SS-12. 1. Determine the tensile capacity of the lapped joint based on gross area. A. 577.5 kN C. 770 kN B. 412.5 kN D. 495 kN 2. Determine the tensile capacity of the lapped joint based on net area. A. 457.6 kN C. 631.4 kN B. 651.2 kN D. 562.2 kN 3. Determine the tensile capacity of the lapped joint based on block shear strength. A. 594 kN C. 530 kN B. 704 kN D. 802 kN 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