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.
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.
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.
19-Solutions for Block Shear-Coped Beam Problem.
The post includes A solved problem for block shear-coped beam. The solved problem includes full data for both LRFD and ASD when Ubs equals 1.
7A- Solved problem 12-1-part 2-connection nominal load.
solved problem 12-1-part 2. How to use table 7-4 to calculate the bearing nominal load? What will be the final factored nominal load?