- #1
Whatamiat
- 16
- 0
Attached is the problem i am trying to get to grips with along with my current line of understanding,
The column seen is a side section slice from the design of a water tank.
The column is designed to take the load of the water.
The column is designed with 2 unequal angle 75x50x6 steel sections.
These sections are bolted together using m10 bolts at the distances shown in the attachment.
I am trying to find the forces acting on the bolts in order to confirm a m10 bolt is stong enough.
Is my line of thought right here?
Or am I missing something alltogether?
The column seen is a side section slice from the design of a water tank.
The column is designed to take the load of the water.
The column is designed with 2 unequal angle 75x50x6 steel sections.
These sections are bolted together using m10 bolts at the distances shown in the attachment.
I am trying to find the forces acting on the bolts in order to confirm a m10 bolt is stong enough.
Is my line of thought right here?
Or am I missing something alltogether?