M Naveen
National Institute of Technology (NIT), Warangal
M Naveen has created this Calculator and 100+ more calculators!
Ishita Goyal
Meerut Institute of Engineering and Technology (MIET), Meerut
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10 Other formulas that you can solve using the same Inputs

Ultimate Bearing Capacity of Soil Under a Long Footing at the Surface of a Soil
Ultimate bearing capacity of soil=((Cohesion/tan(Angle of internal friction))+(0.5*Dry unit weight of soil*Width of the Footing*sqrt(Coefficient of passive pressure))*(Coefficient of passive pressure*exp(pi*tan(Angle of internal friction))-1)) GO
Settlement in Foundation due to Load applied on Foundation
Settlement in foundation=((Load intensity*Width of the Footing)/(Coefficient dependent on internal friction*Width of the Footing+2*Coefficient dependent on internal friction*Depth of footing+Coefficient dependent on cohesion)) GO
Load Intensity on Foundation when Settlement is Given
Load intensity=(Settlement in foundation*Coefficient dependent on internal friction)*(1+(2*Depth of footing)/Width of the Footing)+((Settlement in foundation*Coefficient dependent on cohesion)/Width of the Footing) GO
Net Bearing Capacity of a Long Footing in Foundation Stability Analysis
Net Bearing Capacity=(alpha footing factor*undrained shear strength of soil*value of Nc)+(effective vertical shear stress*value of Nq)+(beta footing factor*unit weight of soil*Width of the Footing*value of Nγ) GO
Correction Factor Nc for Rectangle
Correction Factor Nc=1+(Width of the Footing/Length of Footing )*(Bearing Capacity Factor/Bearing Capacity Factor Nc) GO
Maximum Soil Pressure
Maximum Soil Pressure=(2*Axial Loading)/(3*Length of Footing *((Width of the Footing/2)-Eccentricity of Loading)) GO
Correction Factor Nq for Rectangle
Correction Factor Nq=1+(Width of the Footing/Length of Footing )*(tan(Angle of internal friction)) GO
One dimensional heat flux
Heat flux= -(Thermal Conductivity/Wall thickness)*(Temperature of wall 2-Temperature of wall 1) GO
Uniform Pressure on Soil when Maximum Moment is Given
uniform pressure on soil= (8*Maximum Moment)/((Width of the Footing-Wall thickness)^2) GO
Correction Factor Ny for Rectangle
Correction Factor Nϒ=1-0.4*(Width of the Footing/Length of Footing ) GO

2 Other formulas that calculate the same Output

Absolute Value of Max Moment in the Unbraced Beam Segment
Maximum Moment=(Bending Moment coefficient*((3*Moment at Quater point)+(4*Moment at Centerline)+(3*Moment at Three-quarter Point)))/(12.5-(Bending Moment coefficient*2.5)) GO
Maximum Moment in Span when Number of Shear Connectors are Given
Maximum Moment= (moment at concentrated load*Beta)/((Number of shear connectors*(Beta-1))/Number of shear connectors)+1 GO

Maximum Moment for Symmetrical Concrete Wall Footing Formula

Maximum Moment= (uniform pressure on soil/8)*(Width of the Footing-Wall thickness)^2
M<sub>max= (P<sub>/8)*(B-Δx)^2
More formulas
Weight of Cementitious Materials in Batch when Water Cementitious Ratio is Given GO
Weight of Mixing Water in Batch when Water Cementitious Ratio is Given GO
Water Cementitious Ratio GO
Absolute Volume of the Component GO
Weight of the Material when Absolute Volume of the Component is Given GO
Specific Gravity of the Material when Absolute Volume of the Component is Given GO
Modulus of Elasticity of Concrete in USCS Units GO
Modulus of Elasticity of Concrete in SI Units GO
Modulus of Elasticity of Normal Weight and Density Concrete in USCS Units GO
Modulus of Elasticity of Normal Weight and Density Concrete in SI Units GO
Tensile Strength of Normal Weight and Density Concrete in USCS Units GO
Tensile Strength of Normal Weight and Density Concrete in SI Units GO
Positive Moment for End Spans if Discontinuous End is Unrestrained GO
Positive Moment for End Spans if Discontinuous End is Integral with Support GO
Positive Moment for Interior Spans GO
Negative Moment at Exterior Face of First Interior Support for Two Spans GO
Negative Moment at Exterior Face of First Interior Support for More Than Two Spans GO
Negative Moment at Other Faces of Interior Supports GO
Negative Moment at Interior Faces of Exterior Supports where Support is a Spandrel Beam GO
Negative Moment at Interior Faces of Exterior Support where Support is a Column GO
Shear Force at All Other Supports GO
Shear Force in End Members at First Interior Support GO
28-Day Concrete Compressive Strength GO
28-Day Concrete Compressive Strength when Water Cement Ratio is Given GO
Water Cement Ratio when 28-Day Concrete Compressive Strength is Given GO
Modulus of Elasticity for Normal Weight Concrete GO
Modulus of Elasticity GO
Basic Development Length for Bars and Wire in Tension GO
Area of Bar when Basic Development Length is Given GO
Bar Steel Yield Strength when Basic Development Length is Given GO
Bar Steel Yield Strength when Basic Development Length for No 14 Bars is Given GO
Basic Development Length for No 14 Bars GO
Basic Development Length for No 18 Bars GO
Bar Steel Yield Strength when Basic Development Length for No 18 Bars is Given GO
Equation for Crack Control Specific Limits GO
Stress Calculated in Crack Control GO
Live Load Effect when Ultimate Strength is Given for Unapplied Wind and Earthquake Loads GO
Basic Load Effect when Ultimate Strength is Given for Unapplied Wind and Earthquake Loads GO
Ultimate Strength when Wind and Earthquake Loads are not Applied GO
Ultimate Strength when Wind Loads are Applied GO
Basic Load Effect when Ultimate Strength is Given for Applied Wind Loads GO
Wind Load Effect when Ultimate Strength is Given for Applied Wind Loads GO
Cracking Moment for Reinforced Concrete Beams GO
Moment of Inertia of Gross Concrete Section when Cracking Moment is Given GO
Distance From the Centroidal Axis when Cracking Moment is Given GO
Modulus of Rupture of Concrete GO
Distance from Extreme Compression Surface to Neutral Axis in Compression Failure GO
Modular Ratio GO
Compressive Stress in Extreme Concrete Surface GO
Stress in Steel GO
Distance from Extreme Compression to Centroid when Steel Ratio is Given GO
Area of Tension Reinforcement when Steel Ratio is Given GO
Beam Width when Steel Ratio is Given GO
Steel Ratio GO
Distance between Centroid of Compression and Centroid of Tension GO
Bending Moment Capacity of Rectangular Beam GO
Depth of Equivalent Rectangular Compressive Stress Distribution GO
Stress in Compressive Steel GO
Equation Based on Linear Variation of Stress and Strain with Distance GO
Total Compressive Force on Beam Cross Section GO
Total Compression on Concrete GO
Force Acting on Compressive Steel GO
Force Acting on Tensile Steel GO
Stress in Tensile Steel to Stress in Extreme Compression Surface Ratio GO
Value of k in Design Reviewing GO
Moment Resistance of Tensile Steel when Force is Given GO
Moment Resistance of Tensile Steel when Area is Given GO
Stress in Tensile Steel when Bending Moment is Given GO
Moment Resistance in Compression GO
Stress in Extreme Compression Surface when Moment Resistance is Given GO
Moment Resisting Capacity of Concrete GO
Moment Resisting Capacity of Concrete when Bending Moment is Given GO
Moment Resisting Capacity of Compressive Steel GO
Bending Moment when Moment Resisting Capacity of Compressive Steel and Concrete is Given GO
Moment Resisting Capacity of Compressive Steel when Stress and Area are Given GO
Distance when the Neutral Axis Lies in the Flange GO
Depth when the Neutral Axis Lies in the Flange GO
ω when the Neutral Axis Lies in the Flange GO
Maximum Ultimate Moment when Neutral Axis Lies in Web GO
Equivalent Rectangular Compressive Stress Distribution Depth GO
Total Compressive Force when Concrete Stress is Given GO
Total Compressive Force when Area and Tensile Steel Stress is Given GO
Distance from Extreme Compression Surface to Neutral Axis GO
Moment Resistance of Steel GO
Moment Resistance of Concrete when Compressive Force is Given GO
Moment Resistance of Concrete when Stress in Concrete is Given GO
Moment Resistance of Concrete when Flange Thickness is Given GO
Moment Resistance of Steel when Flange Thickness is Given GO
Shear Reinforcement Area GO
Area of One Leg of a Closed Stirrup when Shear Reinforcement Area is Given GO
Spacing of Closed Stirrups for Torsion GO
Max Concrete Torsion GO
Max Ultimate Torsion for Torsion Effects GO
Maximum Allowable Torsion GO
Max Torsion due to Service Load for Torsion Effects GO
Spacing of Closed Stirrups for Torsion GO
Maximum Slab Thickness GO
Total Static Design Moment in a Strip GO
Uniform Design Load per Unit of Slab Area when Total Static Design Moment is Given GO
Clear Span in Direction Moments when Total Static Design Moment is Given GO
Strip Width when Total Static Design Moment is Given GO
Concrete Column Elasticity Modulus when Flexural Stiffness is Given GO
Moment of Inertia about Centroidal Axis when Flexural Stiffness is Given GO
Equation for Punching Shear Design GO
Concrete Shear Strength at Critical Sections GO
Eccentricity of Shear GO
Shear Friction Reinforcement Area GO
Design Shear when Shear Friction Reinforcement Area is Given GO
Reinforcement Yield Strength when Shear Friction Reinforcement Area is Given GO
Volume of Spiral Steel to Volume of Concrete Core Ratio GO
Spiral Steel Yield Strength when Volume of Spiral Steel to Concrete Core Ratio is Given GO
28-Day Concrete Compressive Strength when Volume of Spiral Steel to Concrete Core Ratio is Given GO
Nominal Shear Stress GO
Total Design Shear Force when Nominal Shear Stress is Given GO
Wall Overall Thickness when Nominal Shear Stress is Given GO
Wall Horizontal Length when Nominal Shear Stress is Given GO
Concrete Strength when Shear Force is Given GO
Minimum Horizontal Reinforcement GO
Maximum Shear Strength GO
Earth Thrust Horizontal Component when Sum of Righting Moments is Given GO
Pressure P1 when the Resultant is within the Middle Third and Width of Base is Given GO
Pressure P2 when the Resultant is within the Middle Third and Width of Base is Given GO
Pressure P1 when Resultant is at Middle Third Edge GO
Pressure when Resultant is Outside Middle Third GO
Retaining Wall Righting Moment GO
Overturning Moment GO
Counterfort Shear Unit Stress on a Horizontal Section GO
Youngs modulus of concrete GO
Shear Force on the Section GO
Shear Force on the Section for a Vertical Wall Face GO
Uniform Pressure on Soil when Maximum Moment is Given GO
Tensile Bending Stress at Bottom when Footing is Deep GO

what is maximum moment?

Maximum moment can be described as when the weight of concrete wall footing existing on the soil then the moment will be occured.

How to Calculate Maximum Moment for Symmetrical Concrete Wall Footing?

Maximum Moment for Symmetrical Concrete Wall Footing calculator uses Maximum Moment= (uniform pressure on soil/8)*(Width of the Footing-Wall thickness)^2 to calculate the Maximum Moment, The Maximum Moment for Symmetrical Concrete Wall Footing formula is defined as the maximum moment occur due to the uniform pressure on the soil by the wall footing. Maximum Moment and is denoted by Mmax symbol.

How to calculate Maximum Moment for Symmetrical Concrete Wall Footing using this online calculator? To use this online calculator for Maximum Moment for Symmetrical Concrete Wall Footing, enter uniform pressure on soil (P, Width of the Footing (B) and Wall thickness (Δx) and hit the calculate button. Here is how the Maximum Moment for Symmetrical Concrete Wall Footing calculation can be explained with given input values -> 562.5 = (500/8)*(2-5)^2.

FAQ

What is Maximum Moment for Symmetrical Concrete Wall Footing?
The Maximum Moment for Symmetrical Concrete Wall Footing formula is defined as the maximum moment occur due to the uniform pressure on the soil by the wall footing and is represented as Mmax= (P or Maximum Moment= (uniform pressure on soil/8)*(Width of the Footing-Wall thickness)^2. uniform pressure on soil is described as the pressure incurred at the soil under the wall footing, Width of the Footing is the shorter dimension of the footing and Wall thickness is simply the width of the wall that we are taking under consideration.
How to calculate Maximum Moment for Symmetrical Concrete Wall Footing?
The Maximum Moment for Symmetrical Concrete Wall Footing formula is defined as the maximum moment occur due to the uniform pressure on the soil by the wall footing is calculated using Maximum Moment= (uniform pressure on soil/8)*(Width of the Footing-Wall thickness)^2. To calculate Maximum Moment for Symmetrical Concrete Wall Footing, you need uniform pressure on soil (P, Width of the Footing (B) and Wall thickness (Δx). With our tool, you need to enter the respective value for uniform pressure on soil, Width of the Footing and Wall thickness 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 Moment?
In this formula, Maximum Moment uses uniform pressure on soil, Width of the Footing and Wall thickness. We can use 2 other way(s) to calculate the same, which is/are as follows -
  • Maximum Moment=(Bending Moment coefficient*((3*Moment at Quater point)+(4*Moment at Centerline)+(3*Moment at Three-quarter Point)))/(12.5-(Bending Moment coefficient*2.5))
  • Maximum Moment= (moment at concentrated load*Beta)/((Number of shear connectors*(Beta-1))/Number of shear connectors)+1
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