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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.

10-Ix-the moment of inertia for a right-angle-Case-2.

December 31, 2025November 20, 2020 by Maged kamel
Brief data for post-10-inertia-Ix value for right-angle case-2.

How to get Ix-the moment of inertia for the right-angle triangle-Case-2? by using a horizontal strip, and the other method is to use a vertical strip.

Categories Second moment of area for plain shapes Tags Moment of inertia for a right-angle triangle Ix-case-2.

17-Alignment chart-part 2 for the unbraced frames.

March 11, 2026November 20, 2020 by Maged kamel
Brief illustration for post 17-compression-Review of Alignment chart.

Alignment chart-part 2, discussion about the conditions from which the alignment chart was developed and an introduction to the portal frame.

Categories Compression Members Tags Assumptions for the alignment chart.

9- Easy approach to Ixy for-right-angle -Case-1.

December 31, 2025November 15, 2020 by Maged kamel
Brief data for post-9-inertia. how to derive Ixy for a right-angle case-1?

How to estimate the product of inertia Ixy for a right-angle triangle case No.1 at the external axis? step-by-step illustration by using integration.

Categories Second moment of area for plain shapes Tags Product of inertia for right-angle triangle case-1.

23S- Solved problem 10-2, Table 3-2 for shear value.

February 25, 2026November 15, 2020 by Maged kamel
The content of post 23S-Check adequacy of shear using Table 3-2.

A solved problem 10-2 indicates how to check the adequacy of shear using table 3-2. the second part is the relation between h/tw and Vn-CM#15.

Categories Shear for steel beams Tags Solved problem 10-2-table 3-2 for shear value

16a- Solved Problem 5-10 with more iterations-Fcr value.

March 5, 2026November 14, 2020 by Maged kamel
brief illustration for post 16a- compression posts.

A Solved Problem 5-10 with more iterations For the Available Strength Of A Column w16x26 which is a slender column.

Categories Compression Members Tags Solved Problem 5-10 with more iterations

3-Bearing Type connections-part-2.

March 14, 2026November 14, 2020 by Maged kamel
Brief illustration post 3-bearing types connections-part 2

This is bearing Type connections-part-2. The topics include the nominal tensile strength of a bolt. Edge spacing and bolts spacing.

Categories Bolted Connection Tags Bearing Type connections part 2

22S-Step-by-step guide to the solved problem 10-2 for beam.

February 21, 2026November 7, 2020 by Maged kamel
The content of post 22 for shear-Solved problem 10.2-CM#14.

A solved problem 10-2 indicates how to check the adequacy of shear for a given W section beam? The relation between h/tw and vn for CM#14.

Categories Shear for steel beams Tags Beam adequacy for shear.

21S- Solved problem 2-22 for shear stress estimation-part 2

February 21, 2026November 5, 2020 by Maged kamel
Brief data for post 21-steel beam-Part b of solved problem 2-22.

A solved problem 2-22 that includes three different shapes and the shear stresses-for each shape to be evaluated and drawn.

Categories Shear for steel beams Tags A solved problem for shear stress
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