List of Tension Member’s Posts-part 3.
In this post there is a list of Tension Member’s Posts-part 3. The list includes posts from post 10 till post 16.
Tension Members
There are more than 20 posts for the Tension members containing illustrations and solved problems all posts have descriptive images.
List of Tension Member’s Posts-part 2.
In this post there is a list of Tension Member’s Posts-part 2, the list starts from post 7 till post 9d. For shear lag factor and several practice problems.
List of Tension Member’s Posts-part 1A
List of Tension Member’s Posts-part 1A from post 2 to post 6. The list includes nominal strength estimation, and workable gauge lines. and introduction to effective net area estimate.
1C- Best and Full illustration of Aisc Table 2-4.
AISC Table 2-4 for various steel- shapes The main difference in Table 2-4 between CM#14 and CM#15.
18-The Effective Area for a Built-Up Section.
How to estimate the effective Area for a Built-Up Section? A solved problem 3-19 is used to explain how to find the effective area for a built up section.
17-Problem 3-4-3 for MC section-LRFD and ASD value-2/2.
This is the second part, of problem 3-4-3 MC section-LRFD and ASD value. We will estimate the effective area. Finally, we can get the strength values.
16-Problem 3-4-3 for staggered bolts-tension members-1/2.
Problem 3-4-3 for staggered bolts-tension members. It is required to get the factored design strength for a given MC section with staggered bolts.
15A-Solved problem 3-8-1 for staggered Bolts.
Solved problem 3-8-1 for staggered Bolts. the solved problem for the estimation of the net area for the different routes under tension force and how to modify these values due to load transfer.
15-Problem 3-7 for staggered bolts-tension members
Problem 3-7 for staggered bolts-tension members. It is required to get the factored design strength for a given unequal angle with staggered bolts.
14-Solved problem 5-7 for block shear.
A Solved problem 5-7 for block shear for which several modes of failures are inspected and the final block shear strength will give the least value.
13-The relation between Block shear and coped beams.
Introduction to block shear and coped beams, why do we need to use coped beams? what are the different names for the cut in a coped beam, the cases for UBS?
12a-Solved problem 4-6-block shear for a C-Channel-2/2.
Block shear for a C-Channel-2/2. In the post, we continue to estimate the gross areas for shear and finally get the ultimate load.
12-Solved problem 4-6-block shear for a C-Channel-1/2.
A Solved problem 4-6-P-ult with block shear. It is required to check the adequacy of a given C channel bolted to a plate against a given ultimate load.
11-A Solved problem 4-4, Pult without block shear.
Solved problem 4-4, how to check the adequacy of a channel connected to a gusset plate under a given tension load? first case neglecting block shear.
10- Quickstart to the introduction to block shear resistance.
What is the recommended L/r slenderness ration? introduction to block shear and how to derive the expression?