18A-Analysis of portal frame-fixed supports at base.
A review of portal frame-fixed supports at base, how to derive the internal forces for portal frame-fixed supports at base,
Compression Members
The compression members’ posts include full descriptions and solved examples with descriptive images for items. They also include an introduction to buckling and finding compressive forces using table and hand calculations.
18-A Review of portal frames-pin supports at base.
A review of portal frames subject, how to derive the internal forces for the portal frame with hinged supports at the base?
17-Alignment chart-part 2 for the unbraced frames.
Alignment chart-part 2, discussion about the conditions from which the alignment chart was developed and an introduction to the portal frame.
16a- Solved Problem 5-10 with more iterations-Fcr value.
A Solved Problem 5-10 with more iterations For the Available Strength Of A Column w16x26 which is a slender column.
16-A Solved Problem 5-10-Available Strength for short column.
A Solved Problem 5-10 For The Available Strength Of A Column w16x26 which is a slender column.
15- Solved problem 6-19-4 for local buckling of column-2010.
A solved problem 6-19-4 for local buckling is From prof. Salmon handbook. The steel section is a Built-up section.
14-Solved problem 6-8 for local buckling of columns-CM#14
Solved problem 6-8 For Local Buckling. The column is a rectangle hollow section, determine the axial compressive design strength and factored strength.
13-A Solved problem 5-3 for local buckling of columns-CM#14
A Solved problem 5-3 For Local Buckling, it is required to estimate Φc*Pn and Pn/Ωc, with the appropriate AISC equations for a square hollow steel section.