asixth
Structural
- Feb 27, 2008
- 1,333
Hi guys,
I have not been exposed to much masonry design in the past and have had this situation on-site where services need to pass through a non-loadbearing masonry wall. The cores need to be 2 x 100 dia (4") and 3 x 50 dia (2") and pass through the lintel beam that spans the doorway.
Has anyone been exposed to coring through lintel/bond beams and is it acceptable or should I be looking at moving the locations of the cores or possible installing a steel channel to help strengthen the doorway lintel.
Any help will be appreciated. Attached is a sketch.
I have not been exposed to much masonry design in the past and have had this situation on-site where services need to pass through a non-loadbearing masonry wall. The cores need to be 2 x 100 dia (4") and 3 x 50 dia (2") and pass through the lintel beam that spans the doorway.
Has anyone been exposed to coring through lintel/bond beams and is it acceptable or should I be looking at moving the locations of the cores or possible installing a steel channel to help strengthen the doorway lintel.
Any help will be appreciated. Attached is a sketch.