1:01:55

11-Compression members PART-4-More on Effective length

1:19:31

8-Compression members PART-1 Critical buckling stress-Effective length-Local stability

56:45

12-Compression members PART-5-Alignment Charts and Effective Length of Inelastic columns

50:24

9-Compression members PART-2-Tables for the design of compression members

1:23:38

2-Design philosophies: Load and Resistance Factor Design (LRFD) and Allowable Strength Design (ASD)

1:05:24

3-Tension member part-1 (Tensile Strength). Dr. Noureldin

16:25

Steel Column Base Plate Anchorage Design Example | Using AISC 15th Edition| Civil PE Exam Review

48:22

5-Tension member part-3 (Effective Area-Shear Lag-Reduction factor U)