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 tubular tension member is fabricated by welding a steel strip into a helix. Given: Outer diameter = 300 mm Thickness = 12 mm P = 16 kN θ = 22⁰ 1. Calculate the normal stress (MPa) in the weld. A. 1.27 C. 0.51 B. 1.37 D. 0.55 2. Calculate the shear stress (MPa) in the weld. A. 1.27 C. 0.51 B. 1.37 D. 0.55 3. If the allowable tensile stress in the weld is 1.5 times the allowable shear stress, and the allowable shear stress is 0.60Fu, where Fu = 285 MPa is the weld strength, determine the maximum permissible P (kN). A. 3239 C. 3003 B. 4956 D. 5345 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