Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
Rithik Agrawal has created this Calculator and 400+ more calculators!
Ishita Goyal
Meerut Institute of Engineering and Technology (MIET), Meerut
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11 Other formulas that you can solve using the same Inputs

Maximum Ultimate Moment when Neutral Axis Lies in Web
Maximum Ultimate Moment=0.9*((area tensile steel-tensile steel area for strength)*yield strength of steel*(Depth-depth of equivalent rcsd/2)+tensile steel area for strength*yield strength of steel*(Depth-Flange Thickness/2)) GO
Strain Energy due to Torsion in Hollow Shaft
Strain Energy=(Shear Stress^(2))*(Outer diameter^(2)+Inner Diameter^(2))*Volume of Shaft/(4*Shear Modulus*Outer diameter^(2)) GO
Variation of acceleration due to gravity on the depth
Variation of acceleration due to gravity=Acceleration Due To Gravity*(1-Depth/[Earth-R]) GO
Dynamic viscosity of fluids
Dynamic viscosity=(Shear Stress)/((velocity of moving plate)/(distance between plates)) GO
Velocity Of Moving Plates When Dynamic Viscosity Is Given
velocity of moving plate=Shear Stress*distance between plates/(Dynamic viscosity) GO
Distance Between Plates When Dynamic Viscosity Of A Fluid Is Given
distance between plates=Dynamic viscosity*velocity of moving plate/Shear Stress GO
Distance when the Neutral Axis Lies in the Flange
distance from surface to n-axis=(1.18*value of omega*Depth)/constant beta one GO
ω when the Neutral Axis Lies in the Flange
value of omega=distance from surface to n-axis*constant beta one/(1.18*Depth) GO
Strain Energy in Torsion for Solid Shaft
Strain Energy=Shear Stress^(2)*Volume of Shaft/(4*Shear Modulus) GO
Strain energy due to pure shear
Strain Energy=Shear Stress*Shear Stress*Volume/(2*Shear Modulus) GO
Shear Modulus
Shear Modulus=Shear Stress/Shear Strain GO

Gross Cross-Sectional Area of Intermediate Stiffeners Formula

Original cross sectional area=Ratio of web to flange yield strength*(0.15*Stiffeners Factor *Depth*Minimum Web Thickness*(1-Shear buckling coefficient C)*(Shear Stress/Shear Capacity for Flexural Members)-18*Minimum Web Thickness^2)
A<sub>0</sub>=α*(0.15*B*d*t<sub>u</sub>*(1-C)*(𝜏 /V<sub>u</sub>)-18*t<sub>u</sub>^2)
More formulas
Shear Capacity for Flexural Members GO
Shear Capacity for Girders with Transverse Stiffeners GO
Allowable Stress when Slenderness Ratio is Less than Cc GO
Allowable Stress when Slenderness Ratio is Equal to or Greater than Cc GO
Maximum Strength for Compression Members GO
Column Gross Effective Area when Maximum Strength is Given GO
Buckling Stress when Maximum Strength is Given GO
Q Factor GO
Steel Yield Strength when Q Factor is Given GO
Buckling Stress when Q Factor is Greater Than 1 GO
Buckling Stress when Q Factor is Less Than or Equal to 1 GO
Steel Yield Strength when Buckling Stress for Q Factor Less Than or Equal to 1 is Given GO
Steel Yield Strength when Buckling Stress for Q Factor Greater Than 1 is Given GO
Allowable Unit Load for Bridges using Structural Carbon Steel GO
Ultimate Unit Load for Bridges using Structural Carbon Steel GO
Allowable Unit Stress in Bending GO
Steel Yield Strength when Allowable Unit Stress in Bending is Given GO
Moment Gradient Factor when Smaller and Larger Beam End Moment is Given GO
Minimum Moment of Inertia of a Transverse Stiffener GO
Actual Stiffener Spacing when Minimum Moment of Inertia of a Transverse Stiffener is Given GO
Web Thickness when Minimum Moment of Inertia of a Transverse Stiffener is Given GO
Multiplier for allowable stress when flange bending stress does not exceed the allowable stress GO
Maximum bending strength for Symmetrical Flexural Compact Section for LFD of Bridges GO
Maximum bending strength for Symmetrical Flexural Braced Non-Compacted Section for LFD of Bridges GO
Minimum Flange Thickness for Symmetrical Flexural Compact Section for LFD of Bridges GO
Minimum Flange Thickness for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges GO
Minimum Web Thickness for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges GO
Minimum Web Thickness for Symmetrical Flexural Compact Section for LFD of Bridges GO
Maximum Unbraced Length for Symmetrical Flexural Compact Section for LFD of Bridges GO
Maximum Unbraced Length for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges GO
Ultimate Moment Capacity for Symmetrical Flexural Sections for LFD of Bridges GO
Steel yield strength for Compact Section for LFD when Maximum Bending Moment is Given GO
Steel yield strength for Braced Non-Compact Section for LFD when Maximum Bending Moment is Given GO
Steel yield strength for Braced Non-Compact Section for LFD when Minimum Flange Thickness is Given GO
Steel yield strength for Compact Section for LFD when Minimum Flange Thickness is Given GO
Steel yield strength for Compact Section for LFD when Minimum Web Thickness is Given GO
Steel yield strength for Compact Section for LFD when Maximum Unbraced Length is Given GO
Steel yield strength for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given GO
Plastic Section Modulus for Compact Section for LFD when Maximum Bending Moment is Given GO
Section Modulus for Braced Non-Compact Section for LFD when Maximum Bending Moment is Given GO
Width of Projection of Flange for Braced Non-Compact Section when Maximum Bending Moment is Given GO
Width of Projection of Flange for Compact Section for LFD when Minimum Flange Thickness is Given GO
Depth of Section for Compact Section for LFD when Minimum Web Thickness is Given GO
Unsupported length for Braced Non-Compact Section for LFD when Minimum Web Thickness is Given GO
Depth of Section for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given GO
Area of Flange for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given GO
Smaller Moment of unbraced length for Compact Section for LFD when Maximum Unbraced Length is Given GO
Ultimate Moment of unbraced length for Compact Section when Maximum Unbraced Length is Given GO
Allowable Bearing Stresses on Pins for Buildings for LFD GO
Allowable Bearing Stresses on Pins subject to rotation for Bridges for LFD GO
Allowable Bearing Stresses on Pins not subject to rotation for Bridges for LFD GO
Steel yield strength on Pins for Buildings for LFD when Allowable Bearing Stresses is Given GO
Steel yield strength on Pins subject to rotation for Bridges for LFD when Pin Stresses is Given GO
Steel yield strength on Pins not subject to rotation for Bridges for LFD when Pin Stresses is Given GO
Allowable Bearing Stress for expansion rollers and rockers where diameter is up to 635 mm GO
Allowable Bearing Stress for expansion rollers and rockers where diameter is from 635 mm to 3175 mm GO
Steel Yield Strength for milled surface when allowable Bearing Stress for d < 635 mm is Given GO
Steel Yield Strength for milled surface when allowable Bearing Stress for d > 635 mm is Given GO
Diameter of Roller or Rocker for milled surface when Allowable Stress is Given for d < 635 mm GO
Diameter of Roller or Rocker for milled surface when Allowable Stress is Given for d > 635 mm GO
Allowable Bearing Stress for high strength bolts GO
Tensile Strength of connected part when Allowable Bearing Stress for bolts is Given GO
Number of Connectors in Bridges GO
Force in Slab when Number of Connectors in Bridges is Given GO
Reduction Factor when Number of Connectors in Bridges is Given GO
Ultimate Shear Connector Strength when Number of Connectors in Bridges is Given GO
Force in Slab when Total Area of Steel Section is Given GO
Total Area of Steel Section when Force in Slab is Given GO
Steel Yield Strength when Total Area of Steel Section is Given GO
Force in Slab when Effective Concrete Area is Given GO
Effective Concrete Area when Force in Slab is Given GO
28-day Compressive Strength of Concrete when Force in Slab is Given GO
Minimum Number of Connectors for Bridges GO
Force in Slab at Maximum Positive Moments when Minimum Number of Connectors for Bridges is Given GO
Force in Slab at Maximum Negative Moments when Minimum Number of Connectors for Bridges is Given GO
Force in Slab at Maximum Negative Moments when Reinforcing Steel Yield Strength is Given GO
Reduction Factor when Minimum Number of Connectors in Bridges is Given GO
Ultimate Shear Connector Strength when Minimum Number of Connectors in Bridges is Given GO
Area of Longitudinal Reinforcing when Force in Slab at Maximum Negative Moments is Given GO
Reinforcing Steel Yield Strength when Force in Slab at Maximum Negative Moments is Given GO
Allowable Shear stress in Bridges GO
Steel Yield Strength when Allowable Shear stress for Flexural Members in Bridges GO
Shear Buckling Coefficient when Allowable Shear stress for Flexural Members in Bridges is Given GO
Natural frequency of each Cable GO
Span of Cable when Natural frequency of each Cable is Given GO
Cable Tension when Natural frequency of each Cable is Given GO
Fundamental Vibration Mode when Natural frequency of Each Cable is Given GO
Runoff Rate of Rainwater from a bridge during a Rainstorm GO
Average Rainfall Intensity when Runoff Rate of Rainwater from a bridge during a Rainstorm is Given GO
Drainage Area when Runoff Rate of Rainwater from a bridge during a Rainstorm is Given GO
Runoff Coefficient when Runoff Rate of Rainwater from a bridge during a Rainstorm is Given GO
Deck Width for handling the Rainwater Runoff to the Drain Scuppers GO
Shoulder Width when Deck Width for handling the Rainwater Runoff to the Drain Scuppers is Given GO
Traffic Lane when Deck Width for handling the Rainwater Runoff to the Drain Scuppers is Given GO

What is Gross Cross- Sectional Area of Intermediate Stiffeners ?

Gross Cross- Sectional Area of Intermediate Stiffeners is the total area of a section perpendicular to the direction of the load, including areas within the cells of the unit and within reentrant spaces, unless these spaces are occupied by portions of adjacent member.

How to Calculate Gross Cross-Sectional Area of Intermediate Stiffeners?

Gross Cross-Sectional Area of Intermediate Stiffeners calculator uses Original cross sectional area=Ratio of web to flange yield strength*(0.15*Stiffeners Factor *Depth*Minimum Web Thickness*(1-Shear buckling coefficient C)*(Shear Stress/Shear Capacity for Flexural Members)-18*Minimum Web Thickness^2) to calculate the Original cross sectional area, The Gross Cross-Sectional Area of Intermediate Stiffeners formula is defined as area covered by the intermediate stiffeners over the plate. Original cross sectional area and is denoted by A0 symbol.

How to calculate Gross Cross-Sectional Area of Intermediate Stiffeners using this online calculator? To use this online calculator for Gross Cross-Sectional Area of Intermediate Stiffeners, enter Ratio of web to flange yield strength (α), Stiffeners Factor (B), Depth (d), Minimum Web Thickness (tu), Shear buckling coefficient C (C), Shear Stress (𝜏 ) and Shear Capacity for Flexural Members (Vu) and hit the calculate button. Here is how the Gross Cross-Sectional Area of Intermediate Stiffeners calculation can be explained with given input values -> -0.18 = 1*(0.15*1*0.1*0.001*(1-1)*(50/10000)-18*0.001^2).

FAQ

What is Gross Cross-Sectional Area of Intermediate Stiffeners?
The Gross Cross-Sectional Area of Intermediate Stiffeners formula is defined as area covered by the intermediate stiffeners over the plate and is represented as A0=α*(0.15*B*d*tu*(1-C)*(𝜏 /Vu)-18*tu^2) or Original cross sectional area=Ratio of web to flange yield strength*(0.15*Stiffeners Factor *Depth*Minimum Web Thickness*(1-Shear buckling coefficient C)*(Shear Stress/Shear Capacity for Flexural Members)-18*Minimum Web Thickness^2). Ratio of web to flange yield strength is a strength ratio. , Stiffeners Factor is constant which is 1.0 for stiffener pairs, 1.8 for single angles, and 2.4 for single plates, Depth is the distance from the top or surface to the bottom of something, Minimum Web Thickness is smallest thickness of all the possible plates, Shear buckling coefficient C is geometrical constant depends on h/tw ratio, The Shear stress is force tending to cause deformation of a material by slippage along a plane or planes parallel to the imposed stress and Shear Capacity for Flexural Members is maximum load carrying capacity in shear for a section.
How to calculate Gross Cross-Sectional Area of Intermediate Stiffeners?
The Gross Cross-Sectional Area of Intermediate Stiffeners formula is defined as area covered by the intermediate stiffeners over the plate is calculated using Original cross sectional area=Ratio of web to flange yield strength*(0.15*Stiffeners Factor *Depth*Minimum Web Thickness*(1-Shear buckling coefficient C)*(Shear Stress/Shear Capacity for Flexural Members)-18*Minimum Web Thickness^2). To calculate Gross Cross-Sectional Area of Intermediate Stiffeners, you need Ratio of web to flange yield strength (α), Stiffeners Factor (B), Depth (d), Minimum Web Thickness (tu), Shear buckling coefficient C (C), Shear Stress (𝜏 ) and Shear Capacity for Flexural Members (Vu). With our tool, you need to enter the respective value for Ratio of web to flange yield strength, Stiffeners Factor , Depth, Minimum Web Thickness, Shear buckling coefficient C, Shear Stress and Shear Capacity for Flexural Members and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
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