Use of Aisc tables 9-3a,b, and C for the block shear-coped beam. Table 9-3a is used to get the tensile rupture. Table 9-3b is for the shear yielding and 9-3c is for shear rupture for the coped beam.
Product of inertia Ixy for the parallelogram. Step-by-step guide for the estimation for the radius of gyration for the product of inertia.
In this post there is a list of Tension Member’s Posts-part 3. The list includes posts from post 10 till post 16.
The post includes A solved problem for block shear-coped beam. The solved problem includes full data for both LRFD and ASD when Ubs value equals 1.
The Effective Area for a Built-Up Section. In this post, we will check a practice problem for a built-up section, which is problem no.3-19 quoted from Prof. Mccormack’s book-fifth edition. It is required to compute the effective net area of the built-up section shown in fig 3-19. If the holes are punched for 3/4 inches. …
This is the second part, of problem 3-4-3 MC section-LRFD and ASD value. We will estimate the effective area. Finally, we can get the strength values.
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.
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.
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.
How to Use a matrix for the quadratic function? Three solved problems are used to find the quadratic functions by using a matrix.
