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Beams

Checking Stresses in Beams (13)

- Distance from Neutral Axis to Compressive Reinforcing Steel when Unit Stress is Given
- Distance from Neutral Axis to Face of Concrete when Unit Stress is Given
- Distance from Neutral Axis to Tensile Reinforcing Steel when Unit Stress is Given
- Moment of Inertia of Transformed Beam Section
- Moment of Inertia when Unit Stress in Compressive Reinforcing Steel is Given
- Moment of Inertia when Unit Stress in Extreme Fiber of Concrete is Given
- Moment of Inertia when Unit Stress in Tensile Reinforcing Steel is Given
- Total Bending Moment when Unit Stress in Compressive Reinforcing Steel is Given
- Total Bending Moment when Unit Stress in Extreme Fiber of Concrete is Given
- Total Bending Moment when Unit Stress in Tensile Reinforcing Steel is Given
- 3 More formulas!

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

Shear and Diagonal Tension in Beams (9)

- Cross-Sectional Area of Web Reinforcement
- Effective Depth of Beam when Shearing Unit Stress in a Reinforced Concrete Beam is Given
- Effective Depth when Cross-Sectional Area of Web Reinforcement is Given
- Shear Carried by Concrete when Cross-Sectional Area of Web Reinforcement is Given
- Shearing Unit Stress in a Reinforced Concrete Beam
- Stirrups Spacing when Cross-Sectional Area of Web Reinforcement is Given
- Total Shear when Cross-Sectional Area of Web Reinforcement is Given
- Total Shear when Shearing Unit Stress in a Reinforced Concrete Beam is Given
- Width of Beam when Shearing Unit Stress in a Reinforced Concrete Beam is Given

Columns (6)

- Allowable Stress in Vertical Concrete Reinforcing when Total Allowable Axial Load is Given
- Concrete Compressive Strength when Total Allowable Axial Load is Given
- Gross Cross-Sectional Area of Column when Total Allowable Axial Load is Given
- Spiral Reinforcement Yield Strength when Spiral Volume to Concrete Core Volume Ratio is Given
- Spiral Volume to Concrete-Core Volume Ratio
- Total Allowable Axial Load for Short Columns

Combined Bending and Compression (13)

- Axial Load at Balanced Condition
- Axial Load for Spiral Columns
- Axial Load for Tied Columns
- Axial Moment at Balanced Condition
- Circle Diameter when Axial Load for Spiral Columns is Given
- Circle Diameter when Maximum Permissible Eccentricity for Spiral Columns is Given
- Column Diameter when Maximum Permissible Eccentricity for Spiral Columns is Given
- Longitudinal Reinforcement Area when Axial Load for Spiral Columns is Given
- Maximum Permissible Eccentricity for Spiral Columns
- Maximum Permissible Eccentricity for Tied Columns
- 3 More formulas!

Long Columns (6)

- Load Reduction Factor when the Ends of the Column are Fixed
- Load Reduction Factor when the Member is Bent in a Single Curvature
- Radius of Gyration for Fixed End Columns when Load Reduction Factor is Given
- Radius of Gyration for Single Curvature Bent Member when Load Reduction Factor is Given
- Unsupported Column Length for Fixed End Columns when Load Reduction Factor is Given
- Unsupported Column Length for Single Curvature Bent Member when Load Reduction Factor is Given

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