Masonry Check (EC6)
Failure Planes vs Reinforcement
Composite Infilled Section
Capacity Reduction (Φ)
Design Parameters
1. Material & QC
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2. Geometry & Support
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3. Mortar & Infill
| Class | Cement:Lime:Sand | Cement:Sand (Plasticized) |
|---|---|---|
| M12 | 1 : 0-¼ : 3 | 1 : 3 |
| M6 | 1 : ½ : 4-4½ | 1 : 3-4 |
| M4 | 1 : 1 : 5-6 | 1 : 5-6 |
| M2 | 1 : 2 : 8-9 | 1 : 8 |
| C20 Mix (Approx Volumetric) | |
|---|---|
| Cement | 1 Part (e.g. 50kg) |
| Agg (20mm) | 3 Parts |
| Sand | 2 Parts |
| Water | ~0.6 W/C Ratio |
4. Reinforcement (Vertical)
5. Loads
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EC6 Calculation Results
Safety Factor (γM)
0.0
Char. Strength (fk)
0.00 MPa
Design Strength (fd)
0.00 MPa
Slenderness (λ)
0.00
Capacity Reduction (Φ)
0.00
Vertical Capacity (N_Rd)
0 kN/m
Utilization (N)
--
Moment Capacities
Vertical Bending (Para / fxk1)
0.00 kNm/m
Utilization (Vert Bending)
--
Horizontal Bending (Perp / fxk2)
0.00 kNm/m
Utilization (Horiz Bending)
--
Factor Breakdown (Click row)
| Factor | Value | Clause / Note |
|---|---|---|
| γM | -- | Safety Factor |
| fk | -- | Char. Comp. Strength |
| heff | -- | Effective Height |
| λ | -- | Slenderness |
| fxk1 | -- | Flexural (Parallel) |
| fxk2 | -- | Flexural (Perp) |