Lectures Tagged with: example
Design Of Welded Connection 1
Welded connection example is solved for all students. Welding is subjected to axial, shear, bending moment, and torque. Internal forces are converted to normal and shear stresses on weld, and converted to resultant shear stress acts on weld. This is followed by checking weld capacity. All numbers are discussed by hiring student engineering sense to match real structures
Design Of Frames 3
Another frame example is discussed with students. Two story steel building that subject to gravity loads and lateral wind loads is analyzed using portal frame method. This is followed by calculating 2nd order internal forces and checking beam-column capacity of frame
Design Of Frames 1
Two-bay one story frame example is discussed with students. Specific bracing is provided with a link between reality and why such bracings are provided. Portal frame analysis is used to approximate internal forces of this frame. Analysis is conducted for both gravity and lateral loads as 1st order analysis
Pst Design
Primary settling tank design example. Inlet zone. Diffuser wall. Settling zone. Overflow rate. Side water depth. Flow velocity. Reynolds number. Froude number. Launder length. Weir loading. Sludge zone.
Design Of Beams Example
This lectures presents continuation of the 2nd example, and shows summary of all cases with different bracing scenarios with different effects of non-uniform moments, and finally makes conclusion of best scenario
Design Of Beams 2
Dr. Mohammad Finalizes the 1st example, then presents another example of unrestrained beam with different values of unbraced length. This shows the importance of assuming reasonable values of unbraced length to get economical design