14-The Moment of inertia Iy for a triangle.
A full estimate of the moment of inertia Iy for any given triangle? the procedure considered the triangle as composed of two right-angle triangles.
3- Solved problem 3-1-Nominal strength of a plate.
Solved problem 3-1 for nominal strength, how to estimate the LRFD and ASD tensile nominal strength?two cases will be considered yielding and rupture.
2- Easy approach to solved problems for net area estimation.
How to estimate the net area for plate members? solved problems 3-1& 3-2 for plate members, and how to consider the zigzag line of fasteners?
22-Modification to Alignment Chart for Braced Frame.
Modification to Alignment chart for the braced frame, the three cases for m modified for the braced frames.
5A- Second solved problem-LU decomposition-3×3 matrix
The second solved problem-LU decomposition for the 3×3 matrices, how to get x,y,z values for three simultaneous equations?
29- Moment redistribution for Continuous steel beams.
Introduction to the moment redistribution For Continuous Steel Beams. What are the different types of bending moments for different end conditions and different loading?
1B-Review of AISC table 2-5 for plates.
A review of AISC table 2-5 for plates including the differences between CM#14 and CM #15 and a review of table 1-7a for Workable gauges for angles.
21-Solved problem 4-16 for k value using the French equation.
Solved Problem 4-16 For K Factor,by-using-french-equation for the unbraced frame with different end conditions, and how to estimate the k values?