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. Ixy at the Cg is derived.
9- Easy approach to Ixy for-right-angle -Case-1. Read More »
A solved problem 10-2 indicates how to check the adequacy of shear for a given W section beam? check the adequacy from table 3-2 for factored strength.
23S- Solved problem 10-2, table 3-2 for shear value. Read More »
A Solved Problem 5-10 with more iterations For the Available Strength Of A Column w16x26 which is a slender column.
16a- Solved Problem 5-10 with more iterations-Fcr value. Read More »
How to use the Lu decomposition method for a 2×2 matrix? A step-by-step guide to find L and U values?
2- Easy illustration for LU decomposition for 2×2 matrix. Read More »
This is bearing Type connections-part-2. The topics include the nominal tensile strength of a bolt. Edge spacing and bolts spacing.
3-Bearing Type connections-part-2. Read More »
A solved problem 10-2 indicates how to check the adequacy of shear for a given W section beam? how to check the adequacy based on both the LRFD and ASD?
22S-Step-by-step guide to the solved problem 10-2 for beam. Read More »
A solved problem 2-22 that includes three different shapes and the shear stresses-for each shape to be evaluated and drawn, Aisc provision for shear is also included.
21S- Solved problem 2-22 for shear stress estimation-part 2 Read More »
A solved problem 2-22 for shear stress, it is required to estimate in part-a, the shear stress for a rectangle with given force and dimension in inches.
20S- A guide to solved problem 2-22 for shear stress-part-A Read More »
Review of shear stresses for beams, The relation between horizontal stresses and vertical stresses, and how to derive the shear stress for a rectangle.
19S- Review of shear stresses for steel beams. Read More »
A Solved Problem 5-10 For The Available Strength Of A Column w16x26 which is a slender column.
16-A Solved Problem 5-10-Available Strength for short column. Read More »
