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.
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.
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.
10a- Easy study of Local Buckling-part-2.
Introduction to Local buckling-part-2 for columns, how to derive the expression for Qa and Qs?The stiffened and unstiffened parts having different coefficients?
10- Best Introduction to Local Buckling-part-1
Introduction to Local Buckling-part-1 for columns, how to derive the equations relating to the local buckling?
9-Two Solved Problems for steel column analysis-FE Exam
2 Solved Problems For column analysis- for the first solved problem the section of the column was changed to a bigger section, the compressive strength was recalculated, using the general condition, the second solved problem is for the evaluating the service Live load.
8-Solved Problem 13-28 For Compression Members-FE Exam.
Solved Problem 13-28 for compression members, from Prof Iqbal handbook, for which the available compression member is to be selected.
7- Solved problem 7-1 for alignment chart for columns.
Solved problem 7-1 for alignment chart for columns, it is a practical example to show how to use the alignment chart to get the K value for a frame.
6- Alignment charts for columns- easy approach.
Alignment charts for columns. There 2 alignment charts, one is for the braced columns and the other is for the un-braced columns. The assumptions are included.