Maged kamel - "Engineering Oasis" - Page 32 of 44

11-Moment of inertia Iy-Case-2 for a right-angle triangle.

December 31, 2025December 1, 2020 by Maged kamel

brief data for post-11-inertia

How to get the moment of inertia for a right-angle triangle -Iy-case-2?The procedure is done by using a vertical strip. How to find polar moment of inertia Jo?

24- Easy approach to deflection of steel beams.

March 6, 2026November 30, 2020 by Maged kamel

Brief content of Post 24 for deflection of steel beams.

Deflection of steel beams, what are the disadvantages. What are the parameters controlling the deflection of steel beams?

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.

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.

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.

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.

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.

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.