Category: Tension Members
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.
