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?
2- Easy approach to solved problems for net area estimation. Read More »
Modification to Alignment chart for the braced frame, the three cases for m modified for the braced frames.
22-Modification to Alignment Chart for Braced Frame. Read More »
The second solved problem-LU decomposition for the 3×3 matrices, how to get x,y,z values for three simultaneous equations?
5A- Second solved problem-LU decomposition-3×3 matrix. Read More »
Introduction to the moment redistribution For Continuous Steel Beams. What are the different types of bending moments for different end conditions and different loading?
29- Moment redistribution for Continuous steel beams. Read More »
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.
1B-Review of AISC table 2-5 for plates. Read More »
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?
21-Solved problem 4-16 for k value using the French equation. Read More »
This post illustrates the first solved problem-LU decomposition for the 3×3 matrix. Step by step guide to solve 3 simultaneous equations by the LU method?
5- First solved problem-LU decomposition for the 3×3 matrix. Read More »
A discussion of matrix operations-part-2 The operations are powers of matrix & multiplication of 3×3 matrices. Review of the properties of matrix addition.
4- Easy Introduction to Matrix operations-part-2. Read More »
Solved Problem 4-16-part -1 For K Factor, for un-braced frame with different end conditions, and how to estimate the k values for two columns?
20-Solved problem 4-16 for k factor for a portal frame. Read More »
Introduction to Tension members-part 2, how to estimate net area. Corrosion resistant high strength low alloy-AISC table 2-4 for plates-CM#14.
1A- Easy introduction to Tension members-part-2. Read More »
