Chandana P Dev
NSS College of Engineering (NSSCE), Palakkad
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Ishita Goyal
Meerut Institute of Engineering and Technology (MIET), Meerut
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9 Other formulas that you can solve using the same Inputs

Allowable Bearing Stress on Concrete when Less Than Full Area is Used for Support
Allowable bearing stress=0.35*Specified compressive strength of concrete*sqrt(Area required by bearing plate/Full cross sectional area of concrete support) GO
Area Required by the Bearing Plate if the Plate Covers Less than Full Area of Concrete For Support
Area required by bearing plate=(Beam reaction/(0.35*Specified compressive strength of concrete*sqrt(Full cross sectional area of concrete support)))^2 GO
Plate Length
Length of plate=sqrt(Area required by base plate)+(0.5*((0.95*Column depth)-(0.80*Width of Flange))) GO
Column Depth When Plate Length is Given
Column depth=(Width of Flange+(2.5*(Length of plate-sqrt(Area required by base plate))))/1.1875 GO
Area Required by the Bearing Plate When Full Concrete Area is Used for Support
Area required by bearing plate=Beam reaction/(0.35*Specified compressive strength of concrete) GO
Column Flange Width When Plate Length is Given
Width of Flange=1.1875*Column depth-(2.5*(Length of plate-sqrt(Area required by base plate))) GO
Beam Reaction when Area Required by Bearing Plat is Given
Beam reaction=Area required by bearing plate*0.35*Specified compressive strength of concrete GO
Area Required by the Base Plate
Area required by base plate=Column load/(0.7*Specified compressive strength of concrete) GO
Allowable Bearing Stress on Concrete when Full Area is Used for Support
Allowable bearing stress=0.35*Specified compressive strength of concrete GO

5 Other formulas that calculate the same Output

Concentrated load when it is Applied at a Distance at least d/2
Column load=67.5*Web thickness^2*(1+3*(Minimum bearing length/Depth of the Beam)*(Web thickness/Flange Thickness)^1.5)*sqrt(Specified minimum yield stress of web/(Web thickness/Flange Thickness)) GO
Concentrated load when it is Applied at a Distance less than d/2
Column load=34*Web thickness^2*(1+3*(Minimum bearing length/Depth of the Beam)*(Web thickness/Flange Thickness)^1.5)*sqrt(Specified minimum yield stress of web/(Web thickness/Flange Thickness)) GO
Concentrated Load when Stress is Given
Column load=Allowable compressive stress*Web thickness*(Minimum bearing length+5*Distance from flange to web fillet) GO
Concentrated Load when Stiffeners are Provided
Column load=(6800*Web thickness^3/Clear distance between flanges)*(1+0.4*Slenderness of web and flange^3) GO
Concentrated Load if slenderness of Web to Flange is Less than 1.7
Column load=(6800*Web thickness^3/Clear distance between flanges)*(0.4*Slenderness of web and flange^3) GO

Column Load if Area Required by the Base Plate is Given Formula

Column load=Area required by base plate*0.7*Specified compressive strength of concrete
R=A<sub>1</sub>*0.7*f<sub>c'</sub>
More formulas
Area Required by the Base Plate GO
Plate Length GO
Column Flange Width When Plate Length is Given GO
Column Depth When Plate Length is Given GO
Thickness of Plate 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

What are columns?

A column or pillar in architecture and structural engineering is a structural element that transmits, through compression, the weight of the structure above to other structural elements below. In other words, a column is a compression member.

How to Calculate Column Load if Area Required by the Base Plate is Given?

Column Load if Area Required by the Base Plate is Given calculator uses Column load=Area required by base plate*0.7*Specified compressive strength of concrete to calculate the Column load, The Column Load if Area Required by the Base Plate is Given connects the relation between compressive strength and area of base plate. . Column load and is denoted by R symbol.

How to calculate Column Load if Area Required by the Base Plate is Given using this online calculator? To use this online calculator for Column Load if Area Required by the Base Plate is Given, enter Area required by base plate (A1) and Specified compressive strength of concrete (fc') and hit the calculate button. Here is how the Column Load if Area Required by the Base Plate is Given calculation can be explained with given input values -> 7 = 0.0001*0.7*100000000.

FAQ

What is Column Load if Area Required by the Base Plate is Given?
The Column Load if Area Required by the Base Plate is Given connects the relation between compressive strength and area of base plate. and is represented as R=A1*0.7*fc' or Column load=Area required by base plate*0.7*Specified compressive strength of concrete. Area required by base plate is the minimum area needed by the base plate to avoid failure. and Specified compressive strength of concrete is the measured strength of hardened concrete by compression test (7th day or 28th day etc.).
How to calculate Column Load if Area Required by the Base Plate is Given?
The Column Load if Area Required by the Base Plate is Given connects the relation between compressive strength and area of base plate. is calculated using Column load=Area required by base plate*0.7*Specified compressive strength of concrete. To calculate Column Load if Area Required by the Base Plate is Given, you need Area required by base plate (A1) and Specified compressive strength of concrete (fc'). With our tool, you need to enter the respective value for Area required by base plate and Specified compressive strength of concrete 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 Column load?
In this formula, Column load uses Area required by base plate and Specified compressive strength of concrete. We can use 5 other way(s) to calculate the same, which is/are as follows -
  • Column load=Allowable compressive stress*Web thickness*(Minimum bearing length+5*Distance from flange to web fillet)
  • Column load=67.5*Web thickness^2*(1+3*(Minimum bearing length/Depth of the Beam)*(Web thickness/Flange Thickness)^1.5)*sqrt(Specified minimum yield stress of web/(Web thickness/Flange Thickness))
  • Column load=34*Web thickness^2*(1+3*(Minimum bearing length/Depth of the Beam)*(Web thickness/Flange Thickness)^1.5)*sqrt(Specified minimum yield stress of web/(Web thickness/Flange Thickness))
  • Column load=(6800*Web thickness^3/Clear distance between flanges)*(1+0.4*Slenderness of web and flange^3)
  • Column load=(6800*Web thickness^3/Clear distance between flanges)*(0.4*Slenderness of web and flange^3)
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