Maximum Steel Quantity Estimation for Columns Solution

STEP 0: Pre-Calculation Summary
Formula Used
Maximum Quantity of Steel = 0.06*Number of Columns*Volume of Columns*Density of Steel
Qsteel = 0.06*Nocolumns*Vcolumn*ρsteel
This formula uses 4 Variables
Variables Used
Maximum Quantity of Steel - (Measured in Kilogram) - Maximum Quantity of Steel is the maximum mass of steel in kg that we will be requiring in the construction of a particular RCC component.
Number of Columns - Number of Columns defines the total number of RCC beams in the structure of a given specification.
Volume of Columns - (Measured in Cubic Meter) - Volume of columns is the volume of 1 RCC column of given specification which is calculated by multiplying 3 dimensions of column that is width , length, height.
Density of Steel - (Measured in Kilogram per Cubic Meter) - Density of steel is usually taken as 7860kg/m3 in civil domain. Though there exists steel of different densities Carbon steel's density is about 7.84 g/cm3,stainless steel's is about 8.03 g/cm3.
STEP 1: Convert Input(s) to Base Unit
Number of Columns: 12 --> No Conversion Required
Volume of Columns: 0.3006 Cubic Meter --> 0.3006 Cubic Meter No Conversion Required
Density of Steel: 7860 Kilogram per Cubic Meter --> 7860 Kilogram per Cubic Meter No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Qsteel = 0.06*Nocolumns*Vcolumnsteel --> 0.06*12*0.3006*7860
Evaluating ... ...
Qsteel = 1701.15552
STEP 3: Convert Result to Output's Unit
1701.15552 Kilogram --> No Conversion Required
FINAL ANSWER
1701.15552 1701.156 Kilogram <-- Maximum Quantity of Steel
(Calculation completed in 00.004 seconds)

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MIT Academy of engineering, Pune (MITAOE), Alandi, Pune
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4 Quantity of Steel Estimation Calculators

Maximum Steel Quantity Estimation for Foundations
​ Go Maximum Quantity of Steel = 0.008*Number of Columns*Volume of Foundation*Density of Steel
Maximum Steel Quantity Estimation for Columns
​ Go Maximum Quantity of Steel = 0.06*Number of Columns*Volume of Columns*Density of Steel
Maximum Steel Quantity Estimation for RCC Slab
​ Go Maximum Quantity of Steel = 0.015*Area of Slab*Thickness of Slab*Density of Steel
Maximum Steel Quantity Estimation for Beams
​ Go Maximum Quantity of Steel = 0.02*Number of Beams*Volume of Beam*Density of Steel

Maximum Steel Quantity Estimation for Columns Formula

Maximum Quantity of Steel = 0.06*Number of Columns*Volume of Columns*Density of Steel
Qsteel = 0.06*Nocolumns*Vcolumn*ρsteel

Steel Quantity Estimation

As per the standard, the minimum percentage of steel is considered as 1% of the volume of the concrete required and the maximum percentage of steel is 6% of the volume of the concrete required for making the column.

Also, we know, Density = Mass/volume

So, Mass = Density X Volume

As we know the density of steel bar = 7860kg/m3

Therefore Quantity of steel needed for columns= 7860 X Volume of columns X 0.06

How to Calculate Maximum Steel Quantity Estimation for Columns?

Maximum Steel Quantity Estimation for Columns calculator uses Maximum Quantity of Steel = 0.06*Number of Columns*Volume of Columns*Density of Steel to calculate the Maximum Quantity of Steel, The Maximum Steel Quantity Estimation for Columns formula is defined as calculating the amount of steel in kgs that will be required for a given number of columns having the same specifications in the structure. Please note: Here, the volume of the column= length X breath X height of the column. Maximum Quantity of Steel is denoted by Qsteel symbol.

How to calculate Maximum Steel Quantity Estimation for Columns using this online calculator? To use this online calculator for Maximum Steel Quantity Estimation for Columns, enter Number of Columns (Nocolumns), Volume of Columns (Vcolumn) & Density of Steel steel) and hit the calculate button. Here is how the Maximum Steel Quantity Estimation for Columns calculation can be explained with given input values -> 1701.156 = 0.06*12*0.3006*7860.

FAQ

What is Maximum Steel Quantity Estimation for Columns?
The Maximum Steel Quantity Estimation for Columns formula is defined as calculating the amount of steel in kgs that will be required for a given number of columns having the same specifications in the structure. Please note: Here, the volume of the column= length X breath X height of the column and is represented as Qsteel = 0.06*Nocolumns*Vcolumnsteel or Maximum Quantity of Steel = 0.06*Number of Columns*Volume of Columns*Density of Steel. Number of Columns defines the total number of RCC beams in the structure of a given specification, Volume of columns is the volume of 1 RCC column of given specification which is calculated by multiplying 3 dimensions of column that is width , length, height & Density of steel is usually taken as 7860kg/m3 in civil domain. Though there exists steel of different densities Carbon steel's density is about 7.84 g/cm3,stainless steel's is about 8.03 g/cm3.
How to calculate Maximum Steel Quantity Estimation for Columns?
The Maximum Steel Quantity Estimation for Columns formula is defined as calculating the amount of steel in kgs that will be required for a given number of columns having the same specifications in the structure. Please note: Here, the volume of the column= length X breath X height of the column is calculated using Maximum Quantity of Steel = 0.06*Number of Columns*Volume of Columns*Density of Steel. To calculate Maximum Steel Quantity Estimation for Columns, you need Number of Columns (Nocolumns), Volume of Columns (Vcolumn) & Density of Steel steel). With our tool, you need to enter the respective value for Number of Columns, Volume of Columns & Density of Steel 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 Quantity of Steel?
In this formula, Maximum Quantity of Steel uses Number of Columns, Volume of Columns & Density of Steel. We can use 3 other way(s) to calculate the same, which is/are as follows -
  • Maximum Quantity of Steel = 0.02*Number of Beams*Volume of Beam*Density of Steel
  • Maximum Quantity of Steel = 0.015*Area of Slab*Thickness of Slab*Density of Steel
  • Maximum Quantity of Steel = 0.008*Number of Columns*Volume of Foundation*Density of Steel
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