Structural Engineering Calc. for iOS

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Structural Engineering Calculator contains 58 Calculations of different Structural and Civil Engineering parameters.- Available in Imperial (USCS)...

Structural Engineering Calculator contains 58 Calculations of different Structural and Civil Engineering parameters.- Available in Imperial (USCS) and Metric Units (SI UNITS).Structural Engineering Calc. contains following 58 Calculators:1.Shear Capacity of Flexural Members2.Critical Ratio3.Effective Length Factor4.Slenderness Ratio5.Allowable Compressive Stress of Columns (Slenderness Ratio Critical Ratio)6.Allowable Compressive Stress of Columns (Slenderness Ratio Critical Ratio)7.Safety Factor8.Maximum load - Axially Loaded Members9.Allowable Bending Stress (Compact Members)10.Allowable Bending Stress (NonCompact Members)11.Moment Gradient Factor12.Allowable Stress - Compression Flange13.Plastic Moment14.Maximum Unbraced Length for Plastic Design (I-Shaped Beams)15.Maximum Unbraced Length for Plastic Design (Solid Rectangular Bars and Symmetrical Box Beams16.Laterally Unbraced Length - Full Plastic Bending capacity (I Shapes and Channels)17.Laterally Unbraced Length - Full Plastic Bending capacity (Solid Rectangular Bars and Box Beams)18.Laterally Unbraced Length - Full Plastic Bending capacity (Solid Rectangular Bars bent about major axis)19.Limiting Buckling Moment20.Nominal Moment (Compact Beams)21.Critical Elastic Moment - Compact Beams22.Critical Elastic Moment - Solid Rectangular Bars and Symmetrical Box23.Allowable Shear Stress24.Allowable Shear Stress with Tension Field Action25.Area required by the Bearing Plate (Plate Covering the Full Area of Concrete Support)26.Area required by the Bearing Plate (Plate Covering than the Full Area of Concrete Support)27.Minimum Plate Thickness28.Area required for a Base Plate under a Column supported by a Concrete29.Plate Length30.Thickness of Plate (Cantilever Bending)31.Flange Thickness (H-Shaped Column)32.Web thickness (H-Shaped Columns)33.Actual Bearing Pressure under the Plate34.Allowable Bearing Stress (Rollers/Rockers)35.Web Depth/Thickness Ratio (Unstiffened Web)36.Web Depth/Thickness Ratio (Transverse Stiffeners)37.Deflection at the Top (Wall with Solid Rectangular Cross Section)38.Deflection at the Top (Shear Wall with a Concentrated Load at the Top)39.Deflection at the Top (Fixed Wall against rotation at the top)40.Combined Axial Compression (Ratio of Computed Axial Stress to Allowable Axial Stress 0.15)41.Combined Axial Compression(Ratio of Computed Axial Stress to Allowable Axial Stress = 0.15)42.Axial Stress for a Concentrated Load (Applied at a distance larger than depth of the beam from the end of beam)43.Axial Stress for a Concentrated Load (Applied close to the beam end)44.Concentrated Load of Reaction (Applied at a distance from the beam end of atleast half the depth of beam)45.Concentrated Load of Reaction (Applied closer than half the depth of beam)46.Relative Slenderness of Web and Flange47.Total Column Load (Relative Slenderness of Web and Flange 2.3)48.Total Column Load (Relative Slenderness of Web and Flange 1.7)49.Combined Cross-Sectional Area of a pair of Column-Web Stiffeners50.Column Web Depth clear of Fillets"51.Thickness of Column Flange"52.Allowable Bearing Stress on Projected Area of Fasteners53.Maximum Unit Stress in Steel54.Maximum Stress in the Bottom Flange55.Number of Shear Connectors56.Total Horizontal Shear (Based on Area of Concrete Flange)57.Total Horizontal Shear (Based on Area of Steel Beam)58.Total Horizontal Shear (Based on Area of Longitudinal Reinforcement)- Available for both iPad and iPhone.- Can use either ( . ) dot or ( , ) comma as decimal separator, based on regional settings of the device.