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Cold Formed / Light Weighted Steel Structures

- Allowable Design Strength
- Basic Design Stress when Flat Width Ratio is between 10 and 25
- Compressive Stress When Basic Design Stress is restricted to 20000 psi
- Compressive Stress When Flat Width Ratio is between 10 and 25
- Depth of Stiffener Lip
- Elastic Local Buckling Stress
- Flat Width Ratio for Deflection Determination
- Flat Width Ratio for Safe Load Determination
- Flat Width Ratio if Depth of Stiffener Lip is Provided
- Flat Width Ratio if Plate Slenderness Factor is Given
- Flat Width Ratio of Stiffened Element when Elastic Local Buckling Stress is Given
- 6 More formulas!

Column Bases and Caps

- Allowable Bearing Pressure When Flange Thickness for H shaped Column is Given
- Area Required by the Base Plate
- Bearing Pressure When Plate Thickness is Given
- Column Depth When Plate Length is Given
- Column Flange Width When Plate Length is Given
- Column Load if Area Required by the Base Plate is Given
- Flange Thickness for H shaped Columns
- Plate Length
- Thickness of Plate
- Thickness of Plate When Flange Thickness for H shaped Column is Given

Most Economic Structural Steel

- Column Buckling Stress Fc1 when Relative Material Cost is given
- Column Buckling Stress Fc2 when Relative Material Cost is given
- Cross Sectional Area1 when Material Cost Ratio is given
- Cross Sectional Area2 when Material Cost Ratio is given
- Material Cost Ratio
- Material price p1 when Material Cost Ratio is given
- Material price p2 when Material Cost Ratio is given
- Relative cost for Designing Fabricated Plate Girders
- Relative cost when Yield stress is given
- Relative Material Cost for Two Columns of Different Steels Carrying the Same Load
- Relative Material Cost ratio when Designed to Carry the Same Load
- 14 More formulas!

Plate Girders

- Allowable Bending Stress in Compression Flange
- Allowable Shear Stress with Tension Field Action
- Allowable Shear Stress without Tension Field Action
- Area of Flange When Plate Girder Stress Reduction Factor is Given
- Area of Web When Plate Girder Stress Reduction Factor is Given
- Depth to Thickness Ratio of Girder With Transverse Stiffeners
- Hybrid Girder Factor
- Maximum depth to thickness Ratio for Unstiffened Web
- Plate Girder Stress Reduction Factor

Stiffeners

Design of Stiffeners

- Column Web Depth Clear of Fillets
- Column Yield Stress when Column Web Depth Clear of Fillets is given
- Column Yield Stress when Cross sectional area of Column Web Stiffeners is given
- Column Yield Stress when Thickness of the Column Flange is given
- Computed Force when Column Web Depth Clear of Fillets is given
- Computed Force when Column Web Depth Clear of Filletsis given
- Computed Force when Cross sectional area of Column Web Stiffeners is given
- Computed Force when Thickness of the Column Flange is given
- Cross sectional area of Column Web Stiffeners
- Distance Between Outer Face of Column Flange and Web Toe when Cross sectional area is given
- Stiffener Yield Stress when Cross sectional area of Column Web Stiffeners is given
- 5 More formulas!

Simple Connections

Number of Connectors Required

- Actual area of effective concrete flange when total horizontal shear is given
- Area of steel beam when Total horizontal shear Vh is given
- Maximum Moment in Span when Number of Shear Connectors are Given
- Moment at Concentrated Load when Number of Shear Connectors are Given
- Number of Shear Connectors Between M max and Zero Moment when Number of Shear Connectors are Given
- Specified compressive strength of concrete when total horizontal shear is given
- The number of shear connectors
- The total horizontal shear
- Total horizontal shear Vh
- Total number of connectors to resist total horizontal shear
- Yield Strength when Total Horizontal Shear Vh is Given
- 1 More formulas!

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