Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
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Chandana P Dev
NSS College of Engineering (NSSCE), Palakkad
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11 Other formulas that you can solve using the same Inputs

Shear Capacity for Girders with Transverse Stiffeners
Shear Capacity for Flexural Members=0.58*yield strength of steel*Depth of Cross Section*Breadth of the web*(Shear buckling coefficient C+((1-Shear buckling coefficient C)/((1.15*(1+(Clear distance between transverse stiffeners/Height of cross section)^2)^0.5)))) GO
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
Equivalent Rectangular Compressive Stress Distribution Depth
depth of equivalent rcsd=(area tensile steel-tensile steel area for strength)*yield strength of steel/(0.85*strength of concrete*Width of beam web) GO
Shear Capacity for Flexural Members
Shear Capacity for Flexural Members=0.58*yield strength of steel*Height of the Section*Breadth of the web*Shear buckling coefficient C GO
Maximum Unbraced Length for Symmetrical Flexural Compact Section for LFD of Bridges
Maximum Unbraced Length=((3600-2200*(Smaller Moment/Maximum Moment))*Least Radius of Gyration)/yield strength of steel GO
Minimum Flange Thickness for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges
Minimum Flange Thickness=(Width of Projection of Flange/69.6)*sqrt(yield strength of steel) GO
Maximum Unbraced Length for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges
Maximum Unbraced Length=(20000*Area of Flange)/(yield strength of steel*Depth of Section) GO
Minimum Flange Thickness for Symmetrical Flexural Compact Section for LFD of Bridges
Flange Thickness=(sqrt(yield strength of steel)/65)*Width of Projection of Flange GO
Minimum Web Thickness for Symmetrical Flexural Compact Section for LFD of Bridges
Minimum Web Thickness=Depth of Section*sqrt(yield strength of steel)/608 GO
Maximum bending strength for Symmetrical Flexural Braced Non-Compacted Section for LFD of Bridges
Maximum Bending Moment=yield strength of steel*Section Modulus GO
Allowable Unit Stress in Bending
Allowable Unit Tensile Stress=0.55*yield strength of steel GO

2 Other formulas that calculate the same Output

Maximum Bending Moment when Maximum Stress For Short Beams is Given
Maximum Bending Moment=((Maximum stress at crack tip-(Axial Load/Cross sectional area))*Moment of Inertia)/Distance from the Neutral axis GO
Maximum bending strength for Symmetrical Flexural Braced Non-Compacted Section for LFD of Bridges
Maximum Bending Moment=yield strength of steel*Section Modulus GO

Maximum bending strength for Symmetrical Flexural Compact Section for LFD of Bridges Formula

Maximum Bending Moment=yield strength of steel*Plastic Section Modulus
M=f<sub>y</sub>*Z
More formulas
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

What is Compact Section ?

Compact Section is defined as ,if a beam has very small slenderness ratio, it is called as compact section. The section with small slenderness ratio can attain its plastic moment at the time of loading. This cross section is classified as compact.

How to Calculate Maximum bending strength for Symmetrical Flexural Compact Section for LFD of Bridges?

Maximum bending strength for Symmetrical Flexural Compact Section for LFD of Bridges calculator uses Maximum Bending Moment=yield strength of steel*Plastic Section Modulus to calculate the Maximum Bending Moment, The Maximum bending strength for Symmetrical Flexural Compact Section for LFD of Bridges formula is defined as strength at which member will fail under flexure. Maximum Bending Moment and is denoted by M symbol.

How to calculate Maximum bending strength for Symmetrical Flexural Compact Section for LFD of Bridges using this online calculator? To use this online calculator for Maximum bending strength for Symmetrical Flexural Compact Section for LFD of Bridges, enter yield strength of steel (fy) and Plastic Section Modulus (Z) and hit the calculate button. Here is how the Maximum bending strength for Symmetrical Flexural Compact Section for LFD of Bridges calculation can be explained with given input values -> 0.002 = 2000000*1E-09.

FAQ

What is Maximum bending strength for Symmetrical Flexural Compact Section for LFD of Bridges?
The Maximum bending strength for Symmetrical Flexural Compact Section for LFD of Bridges formula is defined as strength at which member will fail under flexure and is represented as M=fy*Z or Maximum Bending Moment=yield strength of steel*Plastic Section Modulus. yield strength of steel is the level of stress that corresponds to the yield point and Plastic Section Modulus is the section modulus for plastic analysis.
How to calculate Maximum bending strength for Symmetrical Flexural Compact Section for LFD of Bridges?
The Maximum bending strength for Symmetrical Flexural Compact Section for LFD of Bridges formula is defined as strength at which member will fail under flexure is calculated using Maximum Bending Moment=yield strength of steel*Plastic Section Modulus. To calculate Maximum bending strength for Symmetrical Flexural Compact Section for LFD of Bridges, you need yield strength of steel (fy) and Plastic Section Modulus (Z). With our tool, you need to enter the respective value for yield strength of steel and Plastic Section Modulus and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
How many ways are there to calculate Maximum Bending Moment?
In this formula, Maximum Bending Moment uses yield strength of steel and Plastic Section Modulus. We can use 2 other way(s) to calculate the same, which is/are as follows -
  • Maximum Bending Moment=((Maximum stress at crack tip-(Axial Load/Cross sectional area))*Moment of Inertia)/Distance from the Neutral axis
  • Maximum Bending Moment=yield strength of steel*Section Modulus
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