11-Compression members PART-4-More on Effective length
56:45
12-Compression members PART-5-Alignment Charts and Effective Length of Inelastic columns
1:19:31
8-Compression members PART-1 Critical buckling stress-Effective length-Local stability
55:11
21 -Beam column- Part 4-Amplification factor (B2) for the moments-sidesway permitted
46:22
10-Compression members PART-3- Steps of design for steel compression members using tables
50:24
9-Compression members PART-2-Tables for the design of compression members
1:05:24
3-Tension member part-1 (Tensile Strength). Dr. Noureldin
41:45
6- Tension member part-4 (Staggered Fasteners-Block Shear Failure-Slenderness of Tension Members)
15:13