14a-Problem-6-8 for local buckling-CM#15 For HSS section
Problem-6-8 for local buckling-CM#15 For HSS section.The HSS section is a slender column, determine the available strength.
Compression Members
The compression members’ posts include full descriptions and solved examples with descriptive images for items. They also include an introduction to buckling and finding compressive forces using table and hand calculations.
16b-Available Strength for slender W section-CM#15.
Available Strength for slender W section-bsdrf on CM#15. A step by step guide to find the factored strength.
28-Solved problem 4-14 part 2 for effective length factor
Solved problem 4-14 part 2 for effective length factor. the detailed calculation for both LRFD and ASD designs.
List of compression Member Posts-part 3.
This is the list of compression Member Posts-part 3, with their relevant links with summary information.
List of compression Member Posts-part 2.
This is the compression member posts-part 2. A detailed description of each post is included their relevant links are included
27-Solved problem 4-14-effective length factor-Part 1.
Solved problem 4-14-effective length factor-Part 1. Determine the effective length factor with respect to x-axis for member AB.
26-Solved problem 4-13 to estimate stiffness reduction Ï„b.
A solved problem 4-13 from Prof. Segui’s book. we are going to estimate the reduction stress factor Ï„b, for a column that is an inelastic column.
25a-Stiffness reduction factor for inelastic columns-part 2.
In this post we will discuss the Stiffness Stiffness reduction factor for inelastic columns-part 2. and how to get the expression for Ï„b the inelastic column.
25-Stiffness reduction factor for inelastic columns.
Stiffness Reduction Factor for inelastic columns, step-by-step explanation, and introduction to the Tangent modulus of elasticity.
24-Solved problem 7-2-frame K value 3/3.
Solved problem 7-2-frame K value 3/3. For K Factor, for the braced frame with different end conditions. Application of French equation to geet k values.
23a-Solved problem 7-2 for k value for frame 2/3.
Solved problem 7-2 for k value for frame 2/3. This post is the second part, how to find K value for a frame with different bracing conditions?
23-Solved problem 7-2 for k value for columns in frame 1/3
Solved problem 7-2 for k value for columns in frame 1/3 -the frame has two parts, braced and unbraced. This post is the first part.
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.
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?
20-Solved problem 4-16 for k factor for a portal frame.
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?