10-Ix-the moment of inertia for a right-angle-Case-2. December 31, 2025November 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 the unbraced frames. March 11, 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.
9- Easy approach to Ixy for-right-angle -Case-1. December 31, 2025November 15, 2020 by Maged kamel 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 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 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 This is bearing Type connections-part-2. The topics include the nominal tensile strength of a bolt. Edge spacing and bolts spacing.
22S-Step-by-step guide to the solved problem 10-2 for beam. February 21, 2026November 7, 2020 by Maged kamel 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.
21S- Solved problem 2-22 for shear stress estimation-part 2 February 21, 2026November 5, 2020 by Maged kamel A solved problem 2-22 that includes three different shapes and the shear stresses-for each shape to be evaluated and drawn.
