Hi,
I'm working a sulfuric acid tank designed on API 650. From calculation, the tanks requires anchorage and the client requests to provide grillage beam supporting as leak detection technique.
The client provides to us drawings of welding grillage beam to corner rcc wall (see below)
My question if this welds is necessary if yes which code request to weld grillage beam to corner rcc wall
I'm working a sulfuric acid tank designed on API 650. From calculation, the tanks requires anchorage and the client requests to provide grillage beam supporting as leak detection technique.
The client provides to us drawings of welding grillage beam to corner rcc wall (see below)
My question if this welds is necessary if yes which code request to weld grillage beam to corner rcc wall