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.
22-Modification to Alignment Chart for Braced Frame. Read More »
The compression members posts include 27 posts with full descriptions and solved examples with descriptive images.
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 »
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 »
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 »
Modification To Alignment Chart, introduction to modification factor m, and how these factors were derived?
19-Modification to alignment chart for an un-braced frame. Read More »
A review of portal frame-fixed supports at base, how to derive the internal forces for portal frame-fixed supports at base,
18A-Analysis of portal frame-fixed supports at base. Read More »
A review of portal frames subject, how to derive the internal forces for the portal frame with hinged supports at the base?
18-A Review of portal frames-pin supports at base. Read More »
Alignment chart-part 2, discussion about the conditions from which the alignment chart was developed and an introduction to the portal frame.
17-Alignment chart-part 2 for the unbraced frames. 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 »
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 »
A solved problem 6-19-4 for local buckling is From prof. Salmon handbook. The steel section is a Built-up section.
15- Solved problem 6-19-4 for local buckling of columns. Read More »