List of Steel Beam Posts-part-3a.
1-Solutions for Block Shear-Coped Beam Problem
This is Post number 19 of the Steel beam Posts, which includes 1—Solutions for the Block Shear-Coped Beam Problem.
A solved problem 5.13 for Block Shear-Coped Beam-case-1-UBS=1.00.
The solution includes a detailed description of the forces that affect the beam: shear yielding and tensile rupture, Shear rupture, and tension rupture. How do we estimate the LRFD and ASD for block shear?
![Pict -1-List of steel beam- part 3a Solved problem 5-13-Determine the resistance to block shear of the coped W16 x 40 grade A36](https://b3049824.smushcdn.com/3049824/wp-content/uploads/2024/06/Pict-1-List-of-steel-beam-part-3a.jpg?lossy=2&strip=1&webp=1)
![Pict -1-List of steel beam- part 3a Solved problem 5-13-Determine the resistance to block shear of the coped W16 x 40 grade A36](https://b3049824.smushcdn.com/3049824/wp-content/uploads/2024/06/Pict-1-List-of-steel-beam-part-3a.jpg?lossy=2&strip=1&webp=1)
The next slide image shows part of the shear yielding and tensile rupture estimation, with the values of the shear rupture and tensile rupture.
![Pict -2-List of steel beam- part 3a](https://b3049824.smushcdn.com/3049824/wp-content/uploads/2024/06/Pict-2-List-of-steel-beam-part-3a.jpg?lossy=2&strip=1&webp=1)
![Pict -2-List of steel beam- part 3a](https://b3049824.smushcdn.com/3049824/wp-content/uploads/2024/06/Pict-2-List-of-steel-beam-part-3a.jpg?lossy=2&strip=1&webp=1)
AISC Tables 9-3a,b, and C for Block shear-coped beam.
This is Post number 20 of the Steel beam Posts, which includes: 1- Solutions for Block Shear-Coped Beam Problem for the solved problem 5.13 for Block Shear-Coped Beam-case-1-UBS=1.00. Use tables Aisc Tables 9-3a for tensile rupture for block shear.
Table 9-3b or shear yielding component and AISC Table 9-3C for shear rupture component.
How do we estimate The LRFD and ASD for block shear?
This is a snapshot for Table 9-3a titled block shear-tension rupture component per inch of thickness kip/inch.
This is a snapshot for Table 9-3c titled block shear-shear rupture component per inch of thickness kip/inch.
![Pict -4-List of steel beam- part 3a Table 9-3c titled block shear-shear rupture component](https://b3049824.smushcdn.com/3049824/wp-content/uploads/2024/06/Pict-4-List-of-steel-beam-part-3a.jpg?lossy=2&strip=1&webp=1)
![Pict -4-List of steel beam- part 3a Table 9-3c titled block shear-shear rupture component](https://b3049824.smushcdn.com/3049824/wp-content/uploads/2024/06/Pict-4-List-of-steel-beam-part-3a.jpg?lossy=2&strip=1&webp=1)
This is the link to post 20
Case 2 for block Shear-Coped Beam Problem.
This is solved problem #10.8 from the Unified Design of Steel Handbook. It requires determining the resistance to block shear of the coped beam W16x40 grade A992. There are two bolt lines, a typical case -2 where UBs=1/2.
![Pict -5-List of steel beam- part 3a A solved problem #10.8 where Ubs=1/2.](https://b3049824.smushcdn.com/3049824/wp-content/uploads/2024/06/Pict-5-List-of-steel-beam-part-3a.jpg?lossy=2&strip=1&webp=1)
![Pict -5-List of steel beam- part 3a A solved problem #10.8 where Ubs=1/2.](https://b3049824.smushcdn.com/3049824/wp-content/uploads/2024/06/Pict-5-List-of-steel-beam-part-3a.jpg?lossy=2&strip=1&webp=1)
This is a snapshot of the calculations for shear yielding and tensile rupture versus shear rupture and tensile rupture.
![Pict -6-List of steel beam- part 3a Calculations of the LRFd value for the coped beam case-2.](https://b3049824.smushcdn.com/3049824/wp-content/uploads/2024/06/Pict-6-List-of-steel-beam-part-3a.jpg?lossy=2&strip=1&webp=1)
![Pict -6-List of steel beam- part 3a Calculations of the LRFd value for the coped beam case-2.](https://b3049824.smushcdn.com/3049824/wp-content/uploads/2024/06/Pict-6-List-of-steel-beam-part-3a.jpg?lossy=2&strip=1&webp=1)
This is the link to post 21
A very useful external resource A Beginner’s Guide to Structural Engineering