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Beams

Beam Moments (14)

- Bending Moment of a Cantilever Subject to UDL Over its Entire Span
- Bending Moment of Cantilever Beam subjected to Point Load at Free End
- Bending Moment of Overhanging Beam Subjected to a Concentrated Load at Free End
- Bending Moment of Simply Supported Beams with Point Load at Centre
- Bending Moment of Simply Supported Beams with Uniformly Distributed Load
- Bending Moment Simply Supported Beam Subjected to a Concentrated Load
- Fixed End Moment of a Fixed Beam carrying point load
- Fixed End Moment of a Fixed Beam carrying Right Angled Triangular Load at Right Angled End A
- Fixed End Moment of a Fixed Beam carrying three Equispaced Point Loads
- Fixed End Moment of a Fixed Beam carrying Triangular Loading
- 4 More formulas!

Curved Beams (3)

Eccentric Loading (6)

- Cross-Sectional Area when Total Unit Stress in Eccentric Loading is Given
- Eccentricity when Deflection in Eccentric Loading is Given
- Moment of Inertia of Cross-Section when Total Unit Stress in Eccentric Loading is Given
- Neutral Axis to Outermost Fiber Distance when Total Unit Stress in Eccentric Loading is Given
- Total Unit Stress in Eccentric Loading
- Total Unit Stress in Eccentric Loading when Radius of Gyration is Given

Rolling and Moving Loads (10)

- Deflection for Hollow Rectangle When Load in Middle
- Deflection for Hollow Rectangle When Load is Distributed
- Deflection for Solid Rectangle When Load in Middle
- Deflection for Solid Rectangle When Load is Distributed
- Greatest Safe Load for Solid Rectangle When Load is Distributed
- Greatest Safe Load for Hollow Rectangle When Load in Middle
- Greatest Safe Load for Hollow Rectangle When Load is Distributed
- Greatest Safe Load for Solid Cylinder When Load in Middle
- Greatest Safe Load for Solid Cylinder When Load is Distributed
- Greatest Safe Load for Solid Rectangle When Load in Middle
- 0 More formulas!

Strain Energy in Structural Members (19)

- Bending Moment when Strain Energy in Bending is Given
- Length over which Deformation Takes Place when Strain Energy in Bending is Given
- Length over which Deformation Takes Place when Strain Energy in Shear is Given
- Length over which Deformation Takes Place when Strain Energy in Torsion is Given
- Modulus of Elasticity when Strain Energy in Bending is Given
- Moment of Inertia when Strain Energy in Bending is Given
- Polar Moment of Inertia when Strain Energy in Torsion is Given
- Shear Area when Strain Energy in Shear is Given
- Shear Load when Strain Energy in Shear is Given
- Shear Modulus of Elasticity when Strain Energy in Shear is Given
- 9 More formulas!

Slope and Deflection (5)

- Maximum and Center Deflection of Cantilever Beam carrying Point Load at any point
- Maximum and Center Deflection of Cantilever Beam carrying Point Load at Free End
- Maximum and Center Deflection of Cantilever Beam with Couple Moment at Free End
- Maximum and Center Deflection of Simply Supported Beam carrying Point Load at Center
- Maximum and Center Deflection of Simply Supported Beam carrying UDL over its entire Length

Columns

Column Base Plate Design (9)

- Area of the Base Plate when Nominal Bearing Strength is Given
- Area of the Supporting Concrete when Nominal Bearing Strength is Given
- Base Plate Thickness when Projection of Base Plate Beyond Flange and Perpendicular to Web is Given
- Factored Load when Base Plate Area is Given
- Nominal Bearing Strength of the Concrete
- Projection of Base Plate Beyond the Flange and Parallel to Web
- Required Area of a Base Plate for a Factored Load
- Specified Compressive Strength of Concrete when Nominal Bearing Strength is Given
- Width Parallel to the Flanges

Eccentric Loads on Columns (12)

- Length of a Rectangular Section Under Compression
- Maximum Stress For a Circular Cross Section
- Maximum Stress For a Circular Section Under Compression
- Maximum Stress For a Rectangular Cross Section
- Maximum Stress For a Rectangular Section Under Compression
- Radius of the Kern for a Hollow Square
- Theoretical Maximum Stress for ANC Code 2017ST Aluminium
- Theoretical Maximum Stress for ANC Code Alloy Steel Tubing
- Theoretical Maximum Stress for ANC Code Spruce
- Theoretical Maximum Stress for Johnson Code Steels
- 2 More formulas!

Elastic Flexural Buckling of Columns (10)

- Axial Buckling Load for a Warped Section
- Critical Buckling Load for Pin Ended Columns
- Cross-Sectional Area when Axial Buckling Load for a Warped Section is Given
- Cross-Sectional Area when Critical Buckling Load for Pin Ended Columns is Given
- Cross-Sectional Area when Elastic Critical Buckling Load is Given
- Cross-Sectional Area when Torsional Buckling Load for Pin Ended Columns is Given
- Polar Moment of Inertia for Pin Ended Columns
- Polar Moment of Inertia when Axial Buckling Load for a Warped Section is Given
- Slenderness Ratio of when Critical Buckling Load for Pin Ended Columns is Given
- Torsional Buckling Load for Pin Ended Columns
- 0 More formulas!

Long Columns (2)

Short Columns (3)

Ultimate Strength Design of Concrete Columns (11)

- 28-day Concrete Compressive Strength when Column Ultimate Strength is Given
- Balanced Moment when Load and Eccentricity is Given
- Balanced Moment when Φ is Given
- Column Ultimate Strength with Zero Eccentricity of Load
- Eccentricity for Balanced Condition for Short, Circular Members
- Magnified Moment when Eccentricity of Slender Columns is Given
- Tensile Stress in Steel when Axial-Load Capacity of Short Rectangular Members is Given
- Tension Reinforcement Area when Axial-Load Capacity of Short Rectangular Members is Given
- Ultimate Strength for Short, Circular Members when Controlled by Tension
- Ultimate Strength for Symmetrical Reinforcement in Single Layers
- 1 More formulas!

Concrete

Beams, Columns and Other Members Design Methods

Beams

Rectangular Beams with Tensile Reinforcing Only (9)

- Bending Moment when Stress in Concrete is Given
- Depth of Beam when Stress in Concrete is Given
- Depth of Heavy Beams and Girders
- Depth of Light Beams
- Depth of Roof and Floor Slabs
- Stress in Concrete
- Stress in Steel
- Stress in Steel When Cross-Sectional Reinforcing Tensile Area to Beam Area Ratio is Given
- Width of Beam when Stress in Concrete is Given

Continuous Beams and One Way Slabs (9)

- Negative Moment at Exterior Face of First Interior Support for More Than Two Spans
- Negative Moment at Exterior Face of First Interior Support for Two Spans
- Negative Moment at Interior Faces of Exterior Support where Support is a Column
- Negative Moment at Interior Faces of Exterior Supports where Support is a Spandrel Beam
- Negative Moment at Other Faces of Interior Supports
- Positive Moment for End Spans if Discontinuous End is Integral with Support
- Positive Moment for End Spans if Discontinuous End is Unrestrained
- Shear Force at All Other Supports
- Shear Force in End Members at First Interior Support

Piles and Piling

Allowable Load on Piles (6)

- Allowable Load for Drop Hammer Driven Piles
- Allowable Load for Steam Hammer Driven Piles
- Height of Drop when Allowable Load for Drop Hammer Driven Piles is Given
- Height of Drop when Allowable Load for Steam Hammer Driven Piles is Given
- Weight of Hammer when Allowable Load for Drop Hammer Driven Piles is Given
- Weight of Hammer when Allowable Load for Steam Hammer Driven Piles is Given

Foundation Stability Analysis (8)

- Correction Factor Nc for Circle and Square
- Correction Factor Nc for Rectangle
- Correction Factor Nq for Circle and Square
- Correction Factor Nq for Rectangle
- Correction Factor Ny for Rectangle
- Maximum Bearing Pressure for Eccentric Loading Conventional Case
- Maximum Bearing Pressure when Full Bearing Area of Sq and Rect Footings is Engaged
- Maximum Soil Pressure

Group of Piles (6)

- Allowable Bearing Pressure on Rock when Allowable Design Load is Given
- Allowable Concrete-Rock Bond Stress when Allowable Design Load is Given
- Allowable Design Load on Rock Socket
- Efficiency Factor for a Group of Piles
- Group Drag Load in Pile Group Analysis
- Socket Length when Allowable Design Load on Rock Socket is Given

Laterally Loaded Vertical Piles (7)

- Characteristic Pile Length for Laterally Loaded Vertical Piles
- Horizontal Subgrade Reaction Coefficient when Characteristic Pile Length is Given
- Lateral Deflection for Fixed Head Pile Case
- Lateral Deflection of a Pile
- Negative Moment Imposed on a Pile
- Pile Stiffness when Characteristic Pile Length for Laterally Loaded Piles is Given
- Positive Moment Imposed on a Pile

Shaft Settlement (5)

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