Masonry Check (EC6)

Wall Capacity & Stability
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Vertical Bending Crack (Parallel) fxk1 Stitched by Rebar Horizontal Bending fxk2 Step Failure (Perp)
Failure Planes vs Reinforcement
Rebar (As) C20 Infill HCB
Composite Infilled Section
N_Ed e Stress Block Φ × fd
Capacity Reduction (Φ)

Design Parameters

1. Material & QC
?
?
2. Geometry & Support
?
3. Mortar & Infill
ClassCement:Lime:SandCement:Sand (Plasticized)
M121 : 0-¼ : 31 : 3
M61 : ½ : 4-4½1 : 3-4
M41 : 1 : 5-61 : 5-6
M21 : 2 : 8-91 : 8
C20 Mix (Approx Volumetric)
Cement1 Part (e.g. 50kg)
Agg (20mm)3 Parts
Sand2 Parts
Water~0.6 W/C Ratio
4. Reinforcement (Vertical)
5. Characteristic Loads & Wind
?
6. Additional Factored Loads (Overrides)
?

Analysis Results

0
Worst N_Rd (kN/m)
0
Vert. Bending
0 Horiz. Bending
PASS Overall
Worst Vertical Capacity 0%
Vertical Bending (Parallel) 0%
Horizontal Bending (Perp) 0%

Detailed Check List (EC6)

Check Description Value/Limit Ratio Status
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