Skip to content
  • Civil & Structural Engineering Tutorials
  • 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
  • Civil & Structural Engineering Tutorials
  • Blog posts
  • Contact me

Maged kamel

Technical Office Manager- B.Sc in Civil Engineering, (Faculty of Engineering, Ain- Shams University) Cairo, Egypt. 1980. I have worked for the following Companies in Egypt: Speco, National Company for Housing, Orascom /CCC joint venture BELFOUR BETTY/ARAB CONTRACTORS. Saudi Arabia: SAUDI LETCO, ALMAJAL Company, Saudi Company for Development and commerce, SAUDI BIN LADEN GROUP.

23-Solved problem 7-2 for k value for columns in frame 1/3

July 16, 2025February 10, 2021 by Maged kamel
Part 1 of the solved problem 7-2 for K values for columns in a frame.

Solved problem 7-2 for k value for columns in frame 1/3 -the frame has two parts, braced and unbraced. This post is the first part.

Categories Compression Members Tags Solved problem 7-2 for K value for frame-1-3

3-How to determine y bar for a right angle-case-1?

November 9, 2025February 10, 2021 by Maged kamel
Brief illustration for Post 3-First moment of area

How to estimate y bar for a right angle triangle case-1 by using a horizontal strip? There are detailed steps to get the expression for the y bar.

Categories First moment of area-plain shapes Tags y bar for a right angle

5-Solved problems for the net area estimation.

April 14, 2025February 10, 2021 by Maged kamel
Solved problems for net area estimation.

Two Solved problems 3-4-2& 3-5 are explained. In both solved problems net area is to be estimated, first for an equal angle and second for the C channel.

Categories Tension Members Tags Solved problems for the net area.

2-Definition of Integers solved problems

January 18, 2026February 10, 2021 by Maged kamel
Solved problems for integers and counting numbers.

The post includes the definition of integers and 5 solved problems to review the previous information for the whole number and the Integers.

Categories Discrete Math Tags Solved problems for Integers

6-Solved problem 10-1-how to get Bearing value-LRFD? 2-3.

October 20, 2025February 9, 2021 by Maged kamel
Brief illustration of post 6-bearing types connections

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

Categories Bolted Connection Tags Bearing value LRFD for Solved problem 10-1

2a- X bar for a right angle-case-1-using vertical strip.

November 6, 2025February 8, 2021 by Maged kamel
Brief illustration For Post 2a- First moment of area

How to estimate X bar for a right angle-case-1 by using a vertical strip? step by step guide to get the final expression.

Categories First moment of area-plain shapes Tags x bar for a right angle triangle

31-Collapse load for a simply supported beam.

July 10, 2025February 8, 2021 by Maged kamel
Brief description -post 31 -steel beam-collapse load for simply supported beam

How to estimate the collapse load for a simply supported beam under a concentrated load?A given solved problem for a W18x76 simple beam of 32 feet long.

Categories Nominal loads-Plastic theory Tags Collapse load for simply supported beam., How to get the plastic hinge length?

15-Product of inertia Ixy-for the triangle.

January 1, 2026February 8, 2021 by Maged kamel
Brief data for post-15-inertia-Ixy for a triangle.

How to estimate the product of inertia Ixy for a triangle? the procedure considered the triangle as composed of two right-angle triangles.

Categories Second moment of area for plain shapes Tags Product of inertia Ixy for a triangle
Older posts
Newer posts
← Previous Page1 … Page25 Page26 Page27 … Page44 Next →

Categories

© 2026 "Engineering Oasis" • Built with GeneratePress