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.
Tension Members
There are more than 20 posts for the Tension members containing illustrations and solved problems all posts have descriptive images.
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.
9c- Practice problem-longitudinal weld of a c section
Practice problem-longitudinal weld of a C section. It is required to estimate the LRFD and ASD value for a given plate section.
9b- Practice problem-longitudinal weld of a plate section
Practice problem-longitudinal weld of a plate section. It is required to estimate the LRFD and ASD value for a given plate section.