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 τb.
A solved problem 4-13 from Prof. Segui’s book. we are going to estimate the reduction stress factor τb, 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 τb the inelastic column.