Skip to content
  • Home
  • Blog posts
  • linear Algebra -Matrices
  • Discrete Math
  • Engineering Economy
  • First moment of area-plain shapes
  • First moment of area-round shapes.
  • Introduction to Structural Steel
  • Mechanics of materials
    • Discontinuity functions
    • Videos for discontinuity function.
  • Numerical analysis
    • Introduction to Interpolation
    • Solution of linear systems
    • Solving non linear equations
  • Bolted Connection
  • Compression Members
  • Steel Beams
    • Elastic and plastic sections.
    • local buckling
    • Bending of non-compact sections.
    • Block shear for beams-coped
    • Built up sections
    • Cb the coefficient of bending.
    • lateral torsional buckling
    • Design a steel beam using Table 3-10
    • Shear for steel beams
    • Deflection for steel beams
    • Nominal loads-Plastic theory
  • Tension Members
  • Second moment of area for plain shapes
  • Maximum value of Ix and Iy
  • Videos for the Second moment of area
  • Videos for maximum moment of inertia
  • Courses BY SAMAAH SULTAN

34- Easy approach to the Plastic moment for continuous beams.

June 7, 2024March 8, 2021 by Maged kamel
Brief description -post 34 -steel beam

How to estimate the plastic moment for Continuous beams of three equal spans? The first method is by using the Lower bound theorem.

Categories Nominal loads-Plastic theory Tags How to estimate plastic moment for a Continuous beam by the statical method?

8c-Arithmetic Gradient-part 2 in the Economy.

July 8, 2025March 5, 2021 by Maged kamel
The solved problem for Arithmetic gradient.

In the post, arithmetic gradient-part 2, there is a solved problem 4-8 where it is required to find in terms of I%,n, G.

Categories Engineering Economy Tags A Solved problem for Arithmetic Gradient.

33a- Introduction to lower bound and uniqueness theorem.

June 15, 2025March 1, 2021 by Maged kamel
Brief description -post 33a -steel beam

Definitions of the lower bound and uniqueness theorem, what are the main differences between all of these theorems?

Categories Nominal loads-Plastic theory

6a-Solved problem 10-1-how to get Bearing value-ASD?3-3.

June 23, 2025March 1, 2021 by Maged kamel
Brief illustration for post 6a-bearing types connections

The post includes the second part of the solved problem 10-1. It is required to estimate bearing value-ASD for a given connection.

Categories Bolted Connection Tags A solved problem 10-1 for the applied shear force .

8b-A solved problem for EAW/ Equivalent Annual Worth.

June 15, 2025March 1, 2021 by Maged kamel
What is the relation between EAB, EAC, and EAW?

In this post, we will introduce a definition of EAB-EAC-EAW. A solved problem for EAW or the Equivalent Annual Worth.

Categories Engineering Economy Tags Definition of EAB & EAC & EAW

18-Product of inertia Ixy for an isosceles triangle.

June 14, 2025March 1, 2021 by Maged kamel
Brief data for post–18-inertia-ixy for an isosceles triangle.

The estimation of the product of inertia Ixy for an isosceles triangle. The Product of inertia Ixy for an isosceles at the CG is estimated.

Categories Second moment of area for plain shapes Tags Product of inertia Ixy for an isosceles triangle.

8A-What is Capital Recovery in the Economy?

June 15, 2025February 28, 2021 by Maged kamel
What is capital recovery? define relative terms.

In this post, we discuss a new term which is Capital recovery, and the different terms for Capital recovery, the related general equation.

Categories Engineering Economy Tags introduction to capital recovery

33- Easy introduction to upper bound definitions.

October 10, 2024February 27, 2021 by Maged kamel
Brief description -post 33 -steel beam

Definitions of the upper bound, lower bound, and the Uniqueness theorem, what are the main differences between all of these theorems?

Categories Nominal loads-Plastic theory Tags Upper bound

4- Easy steps for X bar for a right angle case-2.

March 31, 2023February 20, 2021 by Maged kamel
brief illustration-Post 4-mo

How to estimate x bar for a right angle case-2 by using a horizontal and a vertical strip? Detailed steps are included in the post.

Categories First moment of area-plain shapes Tags X-bar for a right-angle triangle by integration.

24-Solved problem 7-2-frame K value 3/3.

July 17, 2025February 20, 2021 by Maged kamel
Part 3 of the solved problem 7-2 for K value for a column in a given frame.

Solved problem 7-2-frame K value 3/3. For K Factor, for the braced frame with different end conditions. Application of French equation to geet k values.

Categories Compression Members Tags Solved problem 7-2 for frame-part 3

8- Easy Illustration of the Arithmetic Gradient.

July 8, 2025February 20, 2021 by Maged kamel
What is Arithmetic Gradient?

Introduction to the arithmetic gradient, how we can develop an expression for the arithmetic gradient, and the various terms used.

Categories Engineering Economy Tags Arithmetic Gradient.

6-Definition of the effective area for tension members.

November 23, 2024February 20, 2021 by Maged kamel

Definition of the effective area for tension members, and why we use it for estimation of the net area? what is shear lag and how we estimate the factor U?

Categories Tension Members Tags Definition of effective area.

3- Definition of absolute value, rational numbers, fraction.

July 1, 2025February 20, 2021 by Maged kamel
Definition of the absolute value, irrational number.

Definition of the absolute value of a number.what is fraction? factoring against product and irrational number.

Categories Discrete Math Tags Definition of absolute value, Rational numbers

3a- Y bar for a right angle-case-1-using vertical strip.

March 31, 2023February 16, 2021 by Maged kamel
brief illustration-Post 3a-moment of area

How to estimate Y bar for a right angle-case-1-using vertical strip? using the integration to get area and Cg distance.

Categories First moment of area-plain shapes Tags y bar for a right angle triangle by integration.

17-Moment of inertia for an isosceles triangle-Ix,Iy.

June 14, 2025February 15, 2021 by Maged kamel
Data for video-17-inertis.

A guide to estimating the moment of inertia for an isosceles triangle-Ix, Iy. An isosceles triangle is a special case of a triangle.

Categories Second moment of area for plain shapes Tags Moment Of Inertia Ix For an Isosceles Triangle
Older posts
Newer posts
← Previous Page1 … Page12 Page13 Page14 … Page24 Next →

Categories

Trouble seeing the sharing buttons?
If you're using Chrome and the sharing options aren't showing, try one of these quick fixes:
  • Disable browser extensions that block ads or scripts
  • Clear your browser cache
  • Use Incognito mode to bypass extension interference

We recommend whitelisting magedkamel.com in your browser extensions for the best experience.

© 2025 "Engineering Oasis" • Built with GeneratePress