PSAD Refresher 108: Combined Shear and Torsion on Welded Connection скачать в хорошем качестве

PSAD Refresher 108: Combined Shear and Torsion on Welded Connection

Enrol to our Review Center: https://www.facebook.com/share/1AC24W... SITUATION: A plate is used as a bracket and is attached to a column flange as shown in figure STL-D45. Assume the base metal shear is adequate. 1. Calculate the direct shear load in the welds in N/mm. A. 206.15 C. 191.43 B. 187.04 D. 270.76 2. Calculate the maximum resultant load in the welds in N/mm. A. 427.89 C. 466.98 B. 581.05 D. 634.04 3. Calculate the required size of the fillet weld if electrode E70xx is used with Fu = 482 MPa. A. 4 mm C. 6 mm B. 5 mm D. 7 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