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?
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 Local Buckling-part-1 for columns, how to derive the equations relating to the local buckling?
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.
Solved Problem 13-28 for compression members, from Prof Iqbal handbook, for which the available compression member is to be selected.
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.
List of Steel beams Posts-part -1 for all the different items for the structural steel beams included and solved problems.
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.