Analysis & loading · Load take-down & combinations
Two-way slab load to beams calculator
Slab load to supporting beams by 45° lines: triangular load on short beams, trapezoidal on long beams, and equivalent UDLs for moment.
Standard: Yield-line tributary (45°) equivalent UDLs
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Inputs in the worked example
The live calculator starts with these values; change any of them and every result, check and diagram updates instantly.
| Input | Value | Unit |
|---|---|---|
| Short span lx | 5 | m |
| Long span ly | 7 | m |
| Slab design load | 9 | kPa |
Worked example — results
| Result | Value | Unit |
|---|---|---|
| lx/ly | 0.714 | |
| Short beam peak (triangle) w lx/2 | 22.50 | kN/m |
| Short beam equivalent UDL (moment) w lx/3 | 15.00 | kN/m |
| Long beam equivalent UDL (w lx/6)(3 − r²) | 18.67 | kN/m |
| Total check (2·triangles + 2·trapezoids) / (w lx ly) | 1.00 |
- ✓ Load accounted (= 1.0)
Method, formulas and assumptions
- lx/ly = 5/7 = 0.71429
- Short beam peak (triangle) w lx/2 = 9*5/2 = 22.5 kN/m
- Short beam equivalent UDL (moment) w lx/3 = 9*5/3 = 15 kN/m
- Long beam equivalent UDL (w lx/6)(3 − r²) = 9*5/6*(3-0.71429^2) = 18.673 kN/m
- Total check (2·triangles + 2·trapezoids) / (w lx ly) = (2*9*5^2/4+2*9*5/2*(7-5/2))/(9*5*7) = 1
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For preliminary design and education. Check every result against the current standard and your own engineering judgement before use.