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.
Tension Members
There are more than 20 posts for the Tension members containing illustrations and solved problems all posts have descriptive images.
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.
9A- Practice problem-transverse weld of a WT 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.
9-Two Solved problems for an estimate of effective net area.
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?
8- Solved problem 4-2 for shear Lag factor U.
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.
7- Solved problem for design strength of tension member.
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.
6-Definition of the effective area for tension members.
Definition of the effective area for tension members, and why we use it for estimation of the net area? what is shear lag and how we estimate the factor U?
5-Solved problems for the net area estimation.
Two Solved problems 3-4-2& 3-5 are explained. In both solved problems net area is to be estimated, first for an equal angle and second for the C channel.
4- Workable Gauge Lines distances for an angle.
What are workable gauge lines distances for an angle?table 1-7a for gages.How do we estimate the g distance between bolts for angles?
3- Solved problem 3-1-Nominal strength of a plate.
Solved problem 3-1 for nominal strength, how to estimate the LRFD and ASD tensile nominal strength?two cases will be considered yielding and rupture.
2- Easy approach to solved problems for net area estimation.
How to estimate the net area for plate members? solved problems 3-1& 3-2 for plate members, and how to consider the zigzag line of fasteners?
1B-Review of AISC table 2-5 for plates.
A review of AISC table 2-5 for plates including the differences between CM#14 and CM #15 and a review of table 1-7a for Workable gauges for angles.
1A- Easy introduction to Tension members-part-2.
Introduction to Tension members-part 2, how to estimate net area. The definition of net area, net effective area.
1- A step-by-step introduction to tension members.
Introduction to tension members. What are the various types of fracture of tension members? The damage due to the punching of a hole.