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.
There are more than 20 posts for the Tension members containing illustrations and solved problems all posts have descriptive images.
What is the recommended L/r slenderness ration? introduction to block shear and how to derive the expression?
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.
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.
Practice problem-longitudinal weld of a C section. It is required to estimate the LRFD and ASD value for a given 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.
Practice problem-transverse weld of a WT section. It is required to estimate the LRFD and ASD value for a given welded WT section.
2 solved problems for a single angle connected to a gusset plate, first by bolts and second problem by welds. How to determine the effective net area?
Solved problem 4-2 for shear lag factor U, for a welded angle to a gusset plate, Weld details, and section of angle is given.
A solved problem 3-6 for determining the LRFD and ASD tensile design strength for W section, the shear lag is discussed through the solved problem 3-6.