12-Product of inertia Ixy for the right-angle case 2. September 8, 2026December 5, 2020 by Maged kamel The post includes the product of inertia Ixy for the triangular section case -2. Two alternative methods were used. A full description is introduced.
24b- Easy approach to solved problem 5-1- part 2. September 15, 2026December 5, 2020 by Maged kamel In our post, we continue discussion of the solved problem 5-1- part 2; in which the design of steel beam is governed by deflection.
24a- Easy approach to the solved problem-5-1-part 1-2 September 14, 2026December 2, 2020 by Maged kamel In our post we will introduce a solved problem-5-1-part 1-2 in which the design of steel beam is governed by deflection.
18-A Review of portal frames with pin supports at the base. September 19, 2026December 1, 2020 by Maged kamel A review of portal frames subject, how to derive the internal forces for the portal frame with hinged supports at the base?
11-Moment of inertia Iy-Case-2 for a right-angle triangle. September 8, 2026December 1, 2020 by Maged kamel 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. September 14, 2026November 30, 2020 by Maged kamel 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. September 8, 2026November 20, 2020 by Maged kamel 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 unbraced frames. September 19, 2026November 20, 2020 by Maged kamel Alignment chart-part 2, discussion about the conditions from which the alignment chart was developed and an introduction to the portal frame.
