Structural Engineering Calculator contains 90 Calculators and Converters, that can quickly and easily calculate and convert different Structural and Civil Engineering parameters. Automatic & Accurate Calculations and Conversions with every Unit and Value Changes. Available in Imperial and Metric Units.

*** Available in Metric and Imperial Units ***

Structural Engineering Calculator contains following 58 Calculators:

• Shear Capacity of Flexural Members

• Critical Ratio

• Effective Length Factor

• Slenderness Ratio

• Allowable Compressive Stress of Building Columns (Slenderness Ratio < Critical Ratio)

• Allowable Compressive Stress of Building Columns (Slenderness Ratio > Critical Ratio)

• Safety Factor

• Maximum Load - Axially Loaded Members

• Allowable Bending Stress (Compact Members)

• Allowable Bending Stress (Noncompact Members)

• Moment Gradient Factor

• Allowable Stress - Compression Flange

• Plastic Moment

• Maximum Unbraced Length for Plastic Design (I-shaped Beams)

• Maximum Unbraced Length for Plastic Design (Solid Rectangular Bars and Symmetrical Box Beams)

• Laterally Unbraced Length - Full Plastic Bending Capacity (I Shapes and Channels)

• Laterally Unbraced Length - Full Plastic Bending Capacity (Solid Rectangular Bars and Box Beams)

• Laterally Unbraced Length - Full Plastic Bending Capacity (Solid Rectangular Bars bent about major axis)

• Limiting Buckling Moment

• Nominal Moment (Compact Beams)

• Critical Elastic Moment - Compact Beams

• Critical Elastic Moment - Solid Rectangular Bars and Symmetrical Box

• Allowable Shear Stress

• Allowable Shear Stress with Tension Field Action

• Area required by the Bearing Plate (Plate Covering the Full Area of Concrete Support)

• Area required by the Bearing Plate (Plate Covering less than the Full Area of Concrete Support)

• Minimum Plate Thickness

• Area required for a Base Plate under a Column supported by a Concrete

• Plate Length

• Thickness of Plate (Cantilever Bending)

• Flange Thickness (H-shaped Column)

• Web Thickness (H-shaped Column)

• Actual Bearing Pressure under the Plate

• Allowable Bearing Stress (Rollers/Rockers)

• Web Depth/Thickness Ratio (Unstiffened Web)

• Web Depth/Thickness Ratio (Transverse Stiffeners)

• Deflection at the Top (Wall with Solid Rectangular Cross Section)

• Deflection at the Top (Shear Wall with a Concentrated Load at the top)

• Deflection at the Top (Fixed Wall against rotation at the top)

• Combined Axial Compression (Ratio of Computed Axial Stress to Allowable Axial Stress > 0.15)

• Combined Axial Compression (Ratio of Computed Axial Stress to Allowable Axial Stress <= 0.15)

• Axial Stress for a Concentrated Load (Applied at a distance larger than depth of the beam from the end of the beam)

• Axial Stress for a Concentrated Load (Applied close to the beam end)

• Concentrated Load of Reaction (Applied at a distance from the beam end of atleast half the depth of beam)

• Concentrated Load of Reaction (Applied closer than half the depth of beam)

• Relative Slenderness of Web and Flange

• Total Column Load (Relative Slenderness of Web and Flange < 2.3)

• Total Column Load (Relative Slenderness of Web and Flange < 1.7)

• Combined Cross-sectional Area of a pair of Column-Web Stiffeners

• Column-Web Depth clear of Fillets

• Thickness of Column Flange

• Allowable Bearing Stress on Projected Area of Fasteners

• Maximum Unit Stress in Steel

• Maximum Stress in the Bottom Flange

• Number of Shear Connectors

• Total Horizontal Shear (Based on Area of Concrete Flange)

• Total Horizontal Shear (Based on Area of Steel Beam)

• Total Horizontal Shear (Based on Area of Longitudinal Reinforcement)

Structural Engineering Calculator also contains 32 Converters related to Structural and Civil Engineering.

Most Comprehensive Structural Engineering Calculator

*** Available in Metric and Imperial Units ***

Structural Engineering Calculator contains following 58 Calculators:

• Shear Capacity of Flexural Members

• Critical Ratio

• Effective Length Factor

• Slenderness Ratio

• Allowable Compressive Stress of Building Columns (Slenderness Ratio < Critical Ratio)

• Allowable Compressive Stress of Building Columns (Slenderness Ratio > Critical Ratio)

• Safety Factor

• Maximum Load - Axially Loaded Members

• Allowable Bending Stress (Compact Members)

• Allowable Bending Stress (Noncompact Members)

• Moment Gradient Factor

• Allowable Stress - Compression Flange

• Plastic Moment

• Maximum Unbraced Length for Plastic Design (I-shaped Beams)

• Maximum Unbraced Length for Plastic Design (Solid Rectangular Bars and Symmetrical Box Beams)

• Laterally Unbraced Length - Full Plastic Bending Capacity (I Shapes and Channels)

• Laterally Unbraced Length - Full Plastic Bending Capacity (Solid Rectangular Bars and Box Beams)

• Laterally Unbraced Length - Full Plastic Bending Capacity (Solid Rectangular Bars bent about major axis)

• Limiting Buckling Moment

• Nominal Moment (Compact Beams)

• Critical Elastic Moment - Compact Beams

• Critical Elastic Moment - Solid Rectangular Bars and Symmetrical Box

• Allowable Shear Stress

• Allowable Shear Stress with Tension Field Action

• Area required by the Bearing Plate (Plate Covering the Full Area of Concrete Support)

• Area required by the Bearing Plate (Plate Covering less than the Full Area of Concrete Support)

• Minimum Plate Thickness

• Area required for a Base Plate under a Column supported by a Concrete

• Plate Length

• Thickness of Plate (Cantilever Bending)

• Flange Thickness (H-shaped Column)

• Web Thickness (H-shaped Column)

• Actual Bearing Pressure under the Plate

• Allowable Bearing Stress (Rollers/Rockers)

• Web Depth/Thickness Ratio (Unstiffened Web)

• Web Depth/Thickness Ratio (Transverse Stiffeners)

• Deflection at the Top (Wall with Solid Rectangular Cross Section)

• Deflection at the Top (Shear Wall with a Concentrated Load at the top)

• Deflection at the Top (Fixed Wall against rotation at the top)

• Combined Axial Compression (Ratio of Computed Axial Stress to Allowable Axial Stress > 0.15)

• Combined Axial Compression (Ratio of Computed Axial Stress to Allowable Axial Stress <= 0.15)

• Axial Stress for a Concentrated Load (Applied at a distance larger than depth of the beam from the end of the beam)

• Axial Stress for a Concentrated Load (Applied close to the beam end)

• Concentrated Load of Reaction (Applied at a distance from the beam end of atleast half the depth of beam)

• Concentrated Load of Reaction (Applied closer than half the depth of beam)

• Relative Slenderness of Web and Flange

• Total Column Load (Relative Slenderness of Web and Flange < 2.3)

• Total Column Load (Relative Slenderness of Web and Flange < 1.7)

• Combined Cross-sectional Area of a pair of Column-Web Stiffeners

• Column-Web Depth clear of Fillets

• Thickness of Column Flange

• Allowable Bearing Stress on Projected Area of Fasteners

• Maximum Unit Stress in Steel

• Maximum Stress in the Bottom Flange

• Number of Shear Connectors

• Total Horizontal Shear (Based on Area of Concrete Flange)

• Total Horizontal Shear (Based on Area of Steel Beam)

• Total Horizontal Shear (Based on Area of Longitudinal Reinforcement)

Structural Engineering Calculator also contains 32 Converters related to Structural and Civil Engineering.

Most Comprehensive Structural Engineering Calculator