19-beam column- Part 2-AISC Methods of Analysis for Required Strength-Moment Amplification method
1:13:05
20 -Beam column- Part 3-Amplification factor (B1) for the moments-No sidesway
50:51
18- Beam column- Part 1- Interaction formula
55:11
21 -Beam column- Part 4-Amplification factor (B2) for the moments-sidesway permitted
56:45
12-Compression members PART-5-Alignment Charts and Effective Length of Inelastic columns
1:20:20
14- Beams part 2- Global instability-Lateral torsional buckling-compact shapes
1:23:38
2-Design philosophies: Load and Resistance Factor Design (LRFD) and Allowable Strength Design (ASD)
47:12
23-Stability bracing design (Panel and Point bracing)
55:43