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I've followed a series of videos (here) on how to find the correct size beam required for removing a 6m wall in my bungalow to open it up into a new extension. Following the video I'm pretty confident in the calculations, but I need to see about a padstone.
Now onto seeing if I need a pad stone for the beam:
- Beam end loads are 29 kN either side.
- Beam will sit on the block by 150 mm
- Concrete block width is 100 mm
- Total area of bearing is 150 mm x 100 mm = 15,000 mm^2
- Load on bearing = 29 kN * 1000 / 15,000 mm^2 = 1.9 N/mm^2
Does this mean regular 7N block would be more than adequate? I assume the 7N refers to 7N/mm^2.
Thanks.
Now onto seeing if I need a pad stone for the beam:
- Beam end loads are 29 kN either side.
- Beam will sit on the block by 150 mm
- Concrete block width is 100 mm
- Total area of bearing is 150 mm x 100 mm = 15,000 mm^2
- Load on bearing = 29 kN * 1000 / 15,000 mm^2 = 1.9 N/mm^2
Does this mean regular 7N block would be more than adequate? I assume the 7N refers to 7N/mm^2.
Thanks.