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.
Tension Members
There are more than 20 posts for the Tension members containing illustrations and solved problems all posts have descriptive images.
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?
9d- Effective area for a staggered bolted angle.
Two solved problems, the first problem includes how to get an Effective area for a staggered bolted angle. The second problem is how to five service load capacity for a staggered angle.