Precision Analysis Suite

Structural Member Calculators

Input Parameters

Analysis Output PASS

Effective Depth (d)413 mm
Limiting Moment Capacity (Mu,lim)140.2 kNm
Design Tension Steel Area (Ast)764 mm²
Required Rebars (Tension)4 Nos - 16mm dia
Minimum Steel Area (Ast,min)176 mm²
Steel Reinforcement Ratio (pt)0.74%

Cross-Section Layout

Input Parameters

Analysis Output PASS

Factored Load (Pu)0 k
Gross Concrete Area Required (Ag)0 in²
Column Dimension (Dim)0 in
Final Column Area0 in²
Required Steel Area (Ast)0 in²
Max Tie Spacing0 in
Std Tie Hook Extension0 in
Nominal Strength (Pn,max)0 k
Design Strength (Phi Pn)0 k
D/C Ratio0.00
Concrete Volume0.00 m³
Steel Weight0.00 kg

Cross-Section Layout

Input Parameters

Analysis Output PASS

Design Factored Load (wu)10.69 kN/m
Design Bending Moment (Mu)16.37 kNm
Required Main Steel (Ast)384 mm²/m
Main Rebar Spacing10mm @ 200mm c/c
Distribution Steel Area150 mm²/m
Deflection Check Ratio1.08 (Safe)

Cross-Section Layout

Input Parameters

Analysis Output PASS

Truss Model Tension (T)781.3 kN
Required Main Steel Area (Ast)1797 mm²
Main Rebars Arrangement6 Nos - 20mm dia (each direction)
Load Per Pile (Fpile)625.0 kN
Punching Shear Stress1.12 MPa
Punching Shear Check0.82 (Safe)

Top Plan Layout

Input Parameters

Analysis Output PASS

Required Base Area (Af)5.87 m²
Footing Dimensions (L x W)2.45m x 2.45m
Required Thickness (H)450 mm
Tension Steel Area (Ast)1245 mm²
Required Base Mesh12mm dia @ 150mm c/c
One-Way Shear Check0.31 MPa (Safe)

Isolated Footing Elevation

Lead Database Export

Generate and download a Microsoft Excel compatible (.csv) report containing all registered leads.

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Leads Logged