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. Loads
?

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)
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