Intend to make a 1500mm wide opening in the following wall which adjoins the front and back rooms in a terrace.
The wall is a single skin which supports the floor above.
BC have said that they will accept the calculations from the suppliers. I have rung a few suppliers and they have said it would take a Type C Lintel 1800mm in length (145x100) but they won't supply the calculations - I need to get that direct from the manufacturer.
BC have said that it does not require a SE but needs to be signed off.
Opening = 1.5m
Height of masonry above opening = 0.8m
Height of first floor wall = 2.7m
Total wall height = 3.5m
Walls = 5.5 kN/m2.
UDL would be (h x w) so 3.5m x 1.5m = 5.25m2 x 5.5 so 28.9 KN/m
0.65 kN/m2 for a timber floor and ceiling
UDL would be (1/2 the span of the floor) x (the width of the opening) so 2.1 x 1.5 = 3.15 m2 x 0.65 = 2.05 kN/m
Multiply by 1.5 live load = 3.07 kN/m
In total 3.07 + 28.9 KN/m = 31.97 = 32 kN/m
So I would need a high strength lintel
R22a (100mm wide x 215mm high x 1800m) ?
The wall is a single skin which supports the floor above.
BC have said that they will accept the calculations from the suppliers. I have rung a few suppliers and they have said it would take a Type C Lintel 1800mm in length (145x100) but they won't supply the calculations - I need to get that direct from the manufacturer.
BC have said that it does not require a SE but needs to be signed off.
Opening = 1.5m
Height of masonry above opening = 0.8m
Height of first floor wall = 2.7m
Total wall height = 3.5m
Walls = 5.5 kN/m2.
UDL would be (h x w) so 3.5m x 1.5m = 5.25m2 x 5.5 so 28.9 KN/m
0.65 kN/m2 for a timber floor and ceiling
UDL would be (1/2 the span of the floor) x (the width of the opening) so 2.1 x 1.5 = 3.15 m2 x 0.65 = 2.05 kN/m
Multiply by 1.5 live load = 3.07 kN/m
In total 3.07 + 28.9 KN/m = 31.97 = 32 kN/m
So I would need a high strength lintel
R22a (100mm wide x 215mm high x 1800m) ?


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