Shear Capacity if Web Slenderness is Less Than α
GO
Shear Capacity if Web Slenderness is between α and 1.25α
GO
Shear Capacity if Web Slenderness is greater than 1.25α
GO
Slenderness Ratio Used for Separation
GO
Allowable Compressive Stress when Slenderness Ratio is Less than Cc
GO
Safety Factor for Allowable Compressive Stress
GO
Allowable Compressive Stress when Slenderness Ration is Greater than Cc
GO
Effective Length Factor
GO
Maximum Load on Axially Loaded Members
GO
Critical Buckling Stress when Slenderness Parameter is Less than 1.5
GO
Maximum Fiber Stress in Bending for Laterally Supported Compact Beams and Girders
GO
Maximum Fiber Stress in Bending for Laterally Supported Noncompact Beams and Girders
GO
Maximum Unsupported Length of Compression Flange-1
GO
Maximum Unsupported Length of Compression Flange-2
GO
Modifier for Moment Gradient
GO
Allowable Stress when Area of Compression Flange is Solid and Not Less than Tension Flange
GO
Simplifying Term for Allowable Stress Equations
GO
Allowable Stress when Simplifying Term is Between 0.2 and 1
GO
Allowable Stress when Simplifying Term is Greater than 1
GO
Maximum Laterally Unbraced Length for Plastic Analysis
GO
Maximum Laterally Unbraced Length for Plastic Analysis in Solid Bars and Box Beams
GO
Limiting Laterally Unbraced Length for Full Plastic Bending Capacity for I and Channel Sections
GO
Limiting Laterally Unbraced Length for Full Plastic Bending Capacity for Solid Bar and Box Beams
GO
Limiting Laterally Unbraced Length for Inelastic Lateral Buckling
GO
Specified Minimum Yield Stress for Web if Lr is Given
GO
Beam Buckling Factor 1
GO
Beam Buckling Factor 2
GO
Limiting Buckling Moment
GO
Limiting Laterally Unbraced Length for Inelastic Lateral Buckling for Box Beams
GO
Critical Elastic Moment
GO
Critical Elastic Moment for Box Sections and Solid Bars
GO
Distance from Middle Surface When Normal Stress is Given
GO
Shearing Stresses on Shells
GO
Central Shear When Shearing Stress is Given
GO
Twisting Moments When Shearing Stress is Given
GO
Normal Shearing Stresses
GO
Distance from Middle Surface When Normal Shearing Stress is Given
GO
Area Required by the Bearing Plate When Full Concrete Area is Used for Support
GO
Beam Reaction when Area Required by Bearing Plat is Given
GO
Area Required by the Bearing Plate if the Plate Covers Less than Full Area of Concrete For Support
GO
Allowable Bearing Stress on Concrete when Full Area is Used for Support
GO
Allowable Bearing Stress on Concrete when Less Than Full Area is Used for Support
GO
Actual Bearing Pressure Under Plate
GO
Minimum Bearing Length of Plate When Actual Bearing Pressure is Given
GO
Minimum Width of Plate When Actual Bearing Pressure is Given
GO
Beam Reaction when Actual Bearing Pressure is Given
GO
Allowable Bending Stress When Plate Thickness is Given
GO
Minimum Width of Plate When Plate Thickness is Given
GO
Roof Live Load when tributary area lies in range 200 to 600 square feet
GO
tributary area when roof live load is known
GO
Area Required by the Base Plate
GO
Column Load if Area Required by the Base Plate is Given
GO
Column Flange Width When Plate Length is Given
GO
Column Depth When Plate Length is Given
GO
Bearing Pressure When Plate Thickness is Given
GO
Flange Thickness for H shaped Columns
GO
Allowable Bearing Pressure When Flange Thickness for H shaped Column is Given
GO
Thickness of Plate When Flange Thickness for H shaped Column is Given
GO
Allowable Bearing Stress for Milled Surface Including Bearing Stiffeners
GO
Allowable Bearing Stress for Rollers and Rockers
GO
Diameter of Roller or Rocker When Allowable Bearing Stress is Given
GO
Maximum depth to thickness Ratio for Unstiffened Web
GO
Depth to Thickness Ratio of Girder With Transverse Stiffeners
GO
Allowable Bending Stress in Compression Flange
GO
Plate Girder Stress Reduction Factor
GO
Area of Web When Plate Girder Stress Reduction Factor is Given
GO
Area of Flange When Plate Girder Stress Reduction Factor is Given
GO
Allowable Shear Stress without Tension Field Action
GO
Allowable Shear Stress with Tension Field Action
GO
Allowable stress in the flanges
GO
Yield strength when allowable stress in the flange is given
GO
Maximum unit stress in the steel
GO
Dead load moment when maximum unit stress in steel is given
GO
Live load moment when maximum unit stress in steel is given
GO
section modulus of steel beam when maximum unit stress in steel is given
GO
Section modulus of transformed composite section when maximum unit stress in steel is given
GO
The maximum stress in the bottom flange
GO
Dead load moment when maximum stress in the bottom flange is given
GO
Live load moment when maximum stress in the bottom flange is given
GO
Section modulus of transformed composite section when maximum stress in the bottom flange is given
GO
Total number of connectors to resist total horizontal shear
GO
The number of shear connectors
GO
Moment at Concentrated Load when Number of Shear Connectors are Given
GO
Maximum Moment in Span when Number of Shear Connectors are Given
GO
Number of Shear Connectors Between M max and Zero Moment when Number of Shear Connectors are Given
GO
The total horizontal shear
GO
Specified compressive strength of concrete when total horizontal shear is given
GO
Actual area of effective concrete flange when total horizontal shear is given
GO
Total horizontal shear Vh
GO
Area of steel beam when Total horizontal shear Vh is given
GO
Yield Strength when Total Horizontal Shear Vh is Given
GO
Stress for Concentrated Load Applied at a Distance Larger than Depth of Beam
GO
Concentrated Load when Stress is Given
GO
Web Thickness when Stress is Given
GO
Length of Bearing when Stress is Given
GO
Stress when Concentrated Load is Applied Close to Beam End
GO
Web Thickness when Stress Due to Load Near Beam End is Given
GO
Concentrated load when it is Applied at a Distance at least d/2
GO
Length of Bearing when Load is Applied at least at a Distance d/2
GO
Beam Depth when Load is Applied at least at a Distance d/2
GO
Concentrated load when it is Applied at a Distance less than d/2
GO
Length of Bearing when Load is Applied at Distance less than d/2
GO
Slenderness of Web and Flange
GO
Web Depth Clear of fillets
GO
Concentrated Load when Stiffeners are Provided
GO
Slenderness of Web and Flange when Stiffeners are Provided and Concentrated Load is Established
GO
Clear Distance From Flanges When Concentrated Load is Given With Stiffeners
GO
Concentrated Load if slenderness of Web to Flange is Less than 1.7
GO
Clear Distance From Flanges When Web to Flange is Less than 1.7
GO
Allowable Bearing Stress on Projected Area of Fasteners
GO
Tensile Strength of the Connected Part when Allowable Bearing Stress is given
GO
Cross sectional area of Column Web Stiffeners
GO
Computed Force when Cross sectional area of Column Web Stiffeners is given
GO
Stiffener Yield Stress when Cross sectional area of Column Web Stiffeners is given
GO
Column Web Depth Clear of Fillets
GO
Thickness of Column Web when Column Web Depth Clear of Fillets is given
GO
Column Yield Stress when Column Web Depth Clear of Fillets is given
GO
Computed Force when Column Web Depth Clear of Fillets is given
GO
Thickness of the Column Flange
GO
Column Yield Stress when Column Web Depth Clear of Fillets is given
GO
Computed Force when Thickness of the Column Flange is given
GO
Column Yield Stress when Thickness of the Column Flange is given
GO
Allowable Design Strength
GO
Nominal Strength if Allowable Design Strength is Given
GO
Collapse Prevention Level
GO
length of secondary member when Collapse Prevention Level is given
GO
Length of Primary Member when Collapse Prevention Level is given
GO
Length of Secondary Member when Capacity Spectrum is given
GO
Moment of Inertia of Secondary Member when Capacity Spectrum is given
GO
Moment of Inertia of Primary Member when Collapse Prevention Level is given
GO
Cross Sectional Area1 when Material Cost Ratio is given
GO
Cross Sectional Area2 when Material Cost Ratio is given
GO
Material price p1 when Material Cost Ratio is given
GO
Material price p2 when Material Cost Ratio is given
GO
Relative Material Cost ratio when Designed to Carry the Same Load
GO
Yield Stress of Steel1 when Relative Material Cost ratio is given
GO
Yield Stress of Steel2 when Relative Material Cost ratio is given
GO
Relative Weight when Yield stresses given
GO
yield Stress Fy1 when Relative Weight is given
GO
Yield Stress Fy2 when Relative Weight is given
GO
Relative cost when Yield stress is given
GO
yield Stress Fy1 when Relative Cost is given
GO
Yield Stress Fy2 when Relative Cost is given
GO
Relative Weight for Designing Fabricated Plate Girders
GO
yield Stress Fy1 when Relative Weight for Designing Fabricated Plate Girders is given
GO
Yield Stress Fy2 when Relative Weight for Designing Fabricated Plate Girders is given
GO
Relative cost for Designing Fabricated Plate Girders
GO
yield Stress Fy1 when Relative cost for Designing Fabricated Plate Girders is given
GO
Yield Stress Fy2 when Relative cost for Designing Fabricated Plate Girders is given
GO