Solved problem 6-8 For Local Buckling. The column is a rectangle hollow section, determine the axial compressive design strength and factored strength.
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.
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.
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?
Introduction to the Engineering economy. What is the economical study? What is the difference between borrower and investor? Solved problems are included.
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.
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.
