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.
List of Tension Member’s Posts-part 3. Read More »
There are more than 20 posts for the Tension members containing illustrations and solved problems all posts have descriptive images.
In this post there is a list of Tension Member’s Posts-part 3. The list includes posts from post 10 till post 16.
List of Tension Member’s Posts-part 3. Read More »
The effective Area for a Built-Up Section thru asolved problem 3-19 which includes a built up section.
18-The Effective Area for a Built-Up Section. Read More »
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.
17-Problem 3-4-3 for MC section-LRFD and ASD value-2/2. Read More »
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.
16-Problem 3-4-3 for staggered bolts-tension members-1/2. Read More »
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.
15A-Solved problem 3-8-1 for staggered Bolts. Read More »
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.
15-Problem 3-7 for staggered bolts-tension members Read More »
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.
14-Solved problem 5-7 for block shear Read More »
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?
13-The relation between Block shear and coped beams. Read More »
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.
12a-Solved problem 4-6-block shear for a C-Channel-2/2. Read More »
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.
12-Solved problem 4-6-block shear for a C-Channel-1/2. Read More »