Area of Web When Plate Girder Stress Reduction Factor is Given Calculator

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Engineering	Civil ↺
Civil	Building and Structures ↺
Building-And-Structures	Plate Girders in Buildings ↺

✖Plate girder strength reduction factor accounts for the strength reduction due to elastic web buckling.ⓘ Plate girder strength reduction factor [R_pg]			+10% -10%
✖Area of Flange is space occupied by flangeⓘ Area of Flange [A_f]			+10% -10%
✖Depth to thickness ratio is the ratio between the depth of the structure to its thicknessⓘ Depth to thickness ratio [h/t]			+10% -10%
✖Allowable bending stress is the maximum limit of bending stress on the bearing plate. ⓘ Allowable bending stress [F_b]			+10% -10%

✖Web area is the area of web section in the flexural member.ⓘ Area of Web When Plate Girder Stress Reduction Factor is Given [A_w]

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Area of Web When Plate Girder Stress Reduction Factor is Given

Chandana P Dev

NSS College of Engineering (NSSCE), Palakkad

Chandana P Dev has created this Calculator and 100+ more calculators!

Ishita Goyal

Meerut Institute of Engineering and Technology (MIET), Meerut

Ishita Goyal has verified this Calculator and 500+ more calculators!

< 9 Other formulas that you can solve using the same Inputs

Minimum Width of Plate When Plate Thickness is Given

Minimum width of plate=2*Plate thickness*sqrt(Allowable bending stress/(3*Actual bearing pressure))+(2*Distance from beam bottom to web fillet) GO

Plate Thickness

Plate thickness=sqrt(3*Actual bearing pressure/Allowable bending stress)*((0.5*Minimum width of plate)-Distance from beam bottom to web fillet) GO

Plate Girder Stress Reduction Factor

Plate girder strength reduction factor=(1-0.0005*(Web area/Area of Flange)*(Depth to thickness ratio-(760/sqrt(Allowable bending stress)))) GO

Area of Flange When Plate Girder Stress Reduction Factor is Given

Area of Flange=0.0005*Web area*(Depth to thickness ratio-760/sqrt(Allowable bending stress))/(1-Plate girder strength reduction factor) GO

Allowable Bending Stress in Compression Flange

Reduced allowable bending stress=Allowable bending stress*Plate girder strength reduction factor*Hybrid girder factor GO

Thickness of Plate When Flange Thickness for H shaped Column is Given

Base Plate Thickness=Flange thickness of H shaped columns*sqrt((3*Actual bearing pressure)/Allowable bending stress) GO

Steel yield strength for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given

yield strength of steel=(20000*Area of Flange)/(Maximum Unbraced Length*Depth of Section) 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

Depth of Section for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given

Depth of Section=(20000*Area of Flange)/(yield strength of steel*Maximum Unbraced Length) GO

Area of Web When Plate Girder Stress Reduction Factor is Given Formula

Web area=((1-Plate girder strength reduction factor)*Area of Flange)/(0.0005*(Depth to thickness ratio-(760/sqrt(Allowable bending stress))))
Aw=((1-Rpg)*Af)/(0.0005*(h/t-(760/sqrt(Fb))))

More formulas

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 Flange When Plate Girder Stress Reduction Factor is Given GO

Hybrid Girder Factor GO

Allowable Shear Stress without Tension Field Action GO

Allowable Shear Stress with Tension Field Action GO

What are the components of plate girders?

Web: The deep central vertical plate is called as a web in plate girder. It separates the two flange plates by a required distance. Web is responsible to resist shear developed in the plate girder. Flanges: Flanges or flange plates are horizontal elements of plate girder which are provided at the top and bottom and they are separated by the web. The main purpose of flange plates is to resist the bending moment acting on the girder. Stiffeners: They are of two types, vertical and horizontal.

How to Calculate Area of Web When Plate Girder Stress Reduction Factor is Given?

Area of Web When Plate Girder Stress Reduction Factor is Given calculator uses Web area=((1-Plate girder strength reduction factor)*Area of Flange)/(0.0005*(Depth to thickness ratio-(760/sqrt(Allowable bending stress)))) to calculate the Web area, The Area of Web When Plate Girder Stress Reduction Factor is Given relates the web area with other parameters, strength reduction factor, flange are, depth to thickness ratio and bending stress. . Web area and is denoted by A_w symbol.

How to calculate Area of Web When Plate Girder Stress Reduction Factor is Given using this online calculator? To use this online calculator for Area of Web When Plate Girder Stress Reduction Factor is Given, enter Plate girder strength reduction factor (R_pg), Area of Flange (A_f), Depth to thickness ratio (h/t) and Allowable bending stress (F_b) and hit the calculate button. Here is how the Area of Web When Plate Girder Stress Reduction Factor is Given calculation can be explained with given input values -> -1605.270458 = ((1-50)*1E-05)/(0.0005*(1-(760/sqrt(200000000)))).

FAQ

What is Area of Web When Plate Girder Stress Reduction Factor is Given?

The Area of Web When Plate Girder Stress Reduction Factor is Given relates the web area with other parameters, strength reduction factor, flange are, depth to thickness ratio and bending stress. and is represented as A_w=((1-R_pg)*A_f)/(0.0005*(h/t-(760/sqrt(F_b)))) or Web area=((1-Plate girder strength reduction factor)*Area of Flange)/(0.0005*(Depth to thickness ratio-(760/sqrt(Allowable bending stress)))). Plate girder strength reduction factor accounts for the strength reduction due to elastic web buckling, Area of Flange is space occupied by flange, Depth to thickness ratio is the ratio between the depth of the structure to its thickness and Allowable bending stress is the maximum limit of bending stress on the bearing plate. .

How to calculate Area of Web When Plate Girder Stress Reduction Factor is Given?

The Area of Web When Plate Girder Stress Reduction Factor is Given relates the web area with other parameters, strength reduction factor, flange are, depth to thickness ratio and bending stress. is calculated using Web area=((1-Plate girder strength reduction factor)*Area of Flange)/(0.0005*(Depth to thickness ratio-(760/sqrt(Allowable bending stress)))). To calculate Area of Web When Plate Girder Stress Reduction Factor is Given, you need Plate girder strength reduction factor (R_pg), Area of Flange (A_f), Depth to thickness ratio (h/t) and Allowable bending stress (F_b). With our tool, you need to enter the respective value for Plate girder strength reduction factor, Area of Flange, Depth to thickness ratio and Allowable bending stress 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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