magedkamel.com valid
"Engineering Oasis"
" Civil Engineering data"
Their llms.txt
The beginning of the file, from our validated copy saved 2026-10-24T10:38:09.758Z. Cached copy · Source on magedkamel.com
# "Engineering Oasis"
> " Civil Engineering data"
## Posts
- [9A- Solved problem-7-4-1-part 2.](https://magedkamel.com/9a-solved-problem-7-4-1-part-2/): Solved problem-7-4-1-part 2. In this part we will deign a Wsection for a steel beam with span of 20 feet based on steel A572.
- [5- What is the Linear Approximation method?](https://magedkamel.com/5-linear-approximation-method/): Introduction to linear approximation, what is a linear approximation equation?
- [9-How to design a steel Beam? Solved problem-7-4-1.](https://magedkamel.com/9-problem-7-4-1-design-a-steel-beam/): 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.
- [8- How to make an analysis of steel beams? Solved problems.](https://magedkamel.com/8-how-to-make-an-analysis-of-steel-beams/): How to make an analysis of steel beam of ? The first problem for analysis of a given beam W16x31, the second problem for checking section compactness.
- [4-Easy introduction to Mohr's Circle of Inertia, part 1.](https://magedkamel.com/4-mohrs-circle-of-inertia-part-1/): 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'?
- [7- A guide to Local buckling parameters for steel beams.](https://magedkamel.com/7-local-buckling-parameters/): Local buckling parameters for members that are subjected to flexure. A discussion is extended to cover the difference between stiffened and un-stiffened elements.
- [4b- Easy to introduce the definition of IRR-NPV.](https://magedkamel.com/4b-what-is-the-definition-of-irr/): 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.
- [6-Solved Problem 5-2 for the plastic Moment value for W10x60.](https://magedkamel.com/6-solved-problem-5-2-for-plastic-moment/): A solved problem 5-2 for the plastic moment value for section W10x60, two methods are used to estimate the value.
- [4a- Easy illustration for MARR and WACC definitions](https://magedkamel.com/4a-definition-of-marr-wacc/): 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.
- [4-Fixed-point iteration and how to use it?](https://magedkamel.com/4-fixed-point-iteration/): 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).
- [5- A solved problem 5-1 for Sx & Zx-elastic-plastic moduli](https://magedkamel.com/5-solved-problem-5-1-for-sx-zx/): Solved problem 5-1 how to estimate elastic, plastic section moduli, and shape factor for a given I section?
- [4-A Solved Problem 4-3 for elastic and plastic sections.](https://magedkamel.com/4-problem-4-3-elastic-plastic-section/): Solved problem 4-3 for determining the elastic section modulus, p
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