9-How to design a steel beam? Solved problem-7-4-1.
How to design a steel beam?-Solved problem-4-7-1. two cases for the design of a steel beam, first case for Fy=36 ksi and the second is for Fy=50 ksi.
How to design a steel beam?-Solved problem-4-7-1. two cases for the design of a steel beam, first case for Fy=36 ksi and the second is for Fy=50 ksi.
How to make an analysis of steel beam? The first problem for analysis of a given beam, the second problem for checking section compactness.
This is an introduction to Mohr’s circle of inertia. This is the case of ix is bigger than Iy.
How to locate point D of(ix’,Ix’y’?
Local buckling parameters for members that are subjected to flexure. A discussion is extended to cover the difference between stiffened and un-stiffened elements.
What is the Npv, net present value? What is the IRR or the internal rate of return? Solved problem is given to illustrate the subject.
A solved problem 5-2 for the plastic moment value for section W10x60, two methods are used to estimate the value.
The post includes two definitions, MARR and WACC.MARR is the minimum rate of attractive rate of return.WACC is the weighted average cost of capital.
In numerical analysis, fixed-point iteration is a method of computing the roots of a function by changing the typical f(x)=y form to another form which is x= g(x).