Lectures Tagged with: Lateral load
Design Of Frames 2
Continuation of the frame example which analyzed using portal frame method is presented. The calculated 1st order internal forces is converted to 2nd order internal forces considering P-delta analysis. Those forces are compared by the beam-column capacity.
Design Of Beam-Columns
AISC equations for beam columns are discussed with students. Simple frame determinate example is presented and solved for students including discussion of how such frame is available in reality. Discussion includes analysis for gravity and lateral loads