Collection of solved problems in Mechanics of Deformable Bodies arranged by topic.
Curated by: Engr. Harf Miranda (Sir Harf Engineering Tutorial) (72 videos)
Enrol to our Review Center: https://www.facebook.com/share/1AC24Wsb9v/?mibextid=wwXIf SITUATION: The plate welded to the end of the I-beam is fastened to the support with four bolts (two on each side). The line of action of P passes through the bolt group centroid. Given: P = 30 kN θ = 40⁰ 1. Calculate the bolt tensile stress (MPa) if bolt diameter is 10 mm. A. 95.49 C. 61.38 B. 73.15 D. 292.61 2. If the allowable bolt shear stress is 55 MPa, calculate the minimum required diameter of the bolts (mm). A. 9 C. 11 B. 10 D. 12 3. If the bolts are 10-mm in diameter, plate thickness is 16 mm and given the allowable stresses: Bolt Shear = 60 MPa Bolt Tension = 80 MPa Plate Bearing = 45 MPa Calculate the maximum permissible P (kN). A. 21.50 C. 29.32 B. 44.80 D. 32.81 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