2A- Guide to two Solved problems for Economic equivalence.
The post includes solved problems for economic equivalence. Example 1.3 sets a lot of statements and it is required to get the correct one.
2- Easy introduction to Economic Equivalence.
The post includes two solved problems for deposited money in banks. The major item is the economic equivalence and how to estimate?
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.
12- Solved problem 5-2 for local buckling of columns.
A Solved problem 5-2 For Local Buckling, for which it is required to estimate the LRFD value Φ* Pn and the ASD allowable strength P/Ωc, for a column.
1- Easy approach to steel beams and types of buckling.
Introduction to steel beams under flexure, study the definition between the local flange buckling and web buckling, the types of beam sections whether compact or not, how to estimate the nominal Moments, LRFD & ASD values.
11- Local Buckling for stiffened and un-stiffened elements.
Local buckling for stiffened and un-stiffened elements. A discussion is made for Limiting Kl/r based on the different Fy values and the coefficients Qa and Qs.