6b-Practice problem 5-2-3-verify Zx for W18x50
Practice problem 5-2-3-verify Zx for W18x50.We convert the W section into two Wt9x25 and get the required Zx value.
Introduction to steel design
Introduction to steel design, which includes a summary of different structural steel published posts. Introduction of steel, tension, compression, connection, and beam design posts.
6A-Practice problem 5-2-2 Find y bar, Zx, and Zy.
Practice problem 5-2-2. For an un-symmetric section find y bar, plastic moment about P.N.axis, the plastic moment and plastic section modulus about the minor axis.
8A- Solved problem 5-part 2 for design shear strength.
Solved problem 5-part 2 for design shear strength. It is required to find the design shear strength for A 490-N and A 490-X bolts for different types of bolts.
8- Solved problem 5-part 1 for design shear strength for bolts
Solved problem 5-part 1 for design shear strength. It is required to find the design shear strength for different types of bolts with different diameters.
21- Case 2 for block Shear-Coped Beam Problem.
The post includes one solved problem for Case 2 for block Shear-Coped Beam -UBS=1/2. A step-by-step guide to finding the values of shear yielding shear rupture and tension rupture.
List of Steel Beam posts-part-2a
List of Steel beam Posts-part-2a for subject of Cb or the gradient coefficient for steel beams.
28-Solved problem 4-14 part 2 for effective length factor
Solved problem 4-14 part 2 for effective length factor. the detailed calculation for both LRFD and ASD designs.
20-Aisc Tables 9-3a,b, and C for Block shear-coped beam.
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.