Shape Factor Dependent on Unit Weight Formula

Fx Copy
LaTeX Copy
Shape Factor dependent on Unit Weight is the factor in soil mechanics used in calculating bearing capacity. Check FAQs
sγ=qf-((scCNc)+(σ'Nq))0.5BγNγ
sγ - Shape Factor Dependent on Unit Weight?qf - Ultimate Bearing Capacity?sc - Shape Factor dependent on Cohesion?C - Cohesion?Nc - Bearing Capacity Factor dependent on Cohesion?σ' - Effective Surcharge?Nq - Bearing Capacity Factor dependent on Surcharge?B - Width of Footing?γ - Unit Weight of Soil?Nγ - Bearing Capacity Factor dependent on Unit Weight?

Shape Factor Dependent on Unit Weight Example

With values
With units
Only example

Here is how the Shape Factor Dependent on Unit Weight equation looks like with Values.

Here is how the Shape Factor Dependent on Unit Weight equation looks like with Units.

Here is how the Shape Factor Dependent on Unit Weight equation looks like.

1.6007Edit=60Edit-((1.7Edit4.23Edit1.93Edit)+(10Edit2.01Edit))0.52Edit18Edit1.6Edit
You are here -
HomeIcon Home » Category Engineering » Category Civil » Category Geotechnical Engineering » fx Shape Factor Dependent on Unit Weight

Shape Factor Dependent on Unit Weight Solution

Follow our step by step solution on how to calculate Shape Factor Dependent on Unit Weight?

FIRST Step Consider the formula
sγ=qf-((scCNc)+(σ'Nq))0.5BγNγ
Next Step Substitute values of Variables
sγ=60kPa-((1.74.23kPa1.93)+(10Pa2.01))0.52m18kN/m³1.6
Next Step Convert Units
sγ=60000Pa-((1.74230Pa1.93)+(10Pa2.01))0.52m18000N/m³1.6
Next Step Prepare to Evaluate
sγ=60000-((1.742301.93)+(102.01))0.52180001.6
Next Step Evaluate
sγ=1.60073854166667
LAST Step Rounding Answer
sγ=1.6007

Shape Factor Dependent on Unit Weight Formula Elements

Variables
Shape Factor Dependent on Unit Weight
Shape Factor dependent on Unit Weight is the factor in soil mechanics used in calculating bearing capacity.
Symbol: sγ
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.
Ultimate Bearing Capacity
The Ultimate Bearing Capacity is defined as the minimum gross pressure intensity at the base of the foundation at which the soil fails in shear.
Symbol: qf
Measurement: PressureUnit: kPa
Note: Value should be greater than 0.
Shape Factor dependent on Cohesion
Shape Factor dependent on Cohesion is defined as ratio of the limit unit base resistance of a footing of any shape bearing on the soil surface to that of a strip footing on the soil surface.
Symbol: sc
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.
Cohesion
Cohesion is the ability of like particles within soil to hold onto each other. It is the shear strength or force that binds together like particles in the structure of a soil.
Symbol: C
Measurement: PressureUnit: kPa
Note: Value should be between 0 to 50.
Bearing Capacity Factor dependent on Cohesion
Bearing Capacity Factor dependent on Cohesion is a constant whose value depends upon the cohesion of soil.
Symbol: Nc
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.
Effective Surcharge
Effective Surcharge also called as surcharge load refers to the vertical pressure or any load that acts over the ground surface additional to basic earth pressure.
Symbol: σ'
Measurement: PressureUnit: Pa
Note: Value should be greater than 0.
Bearing Capacity Factor dependent on Surcharge
Bearing Capacity Factor dependent on Surcharge is a constant whose value depends upon surcharge.
Symbol: Nq
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.
Width of Footing
Width of Footing is the shorter dimension of the footing.
Symbol: B
Measurement: LengthUnit: m
Note: Value should be greater than 0.
Unit Weight of Soil
Unit Weight of Soil mass is the ratio of the total weight of soil to the total volume of soil.
Symbol: γ
Measurement: Specific WeightUnit: kN/m³
Note: Value should be greater than 0.
Bearing Capacity Factor dependent on Unit Weight
Bearing Capacity Factor dependent on Unit Weight is a constant whose value depends upon unit weight of soil.
Symbol: Nγ
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.

Other formulas in Specialization of Terzaghi's Equations category

​Go Bearing Capacity depending on Shape Factors
qs=(scCNc)+(σsNq)+(0.5γBNγsγ)
​Go Cohesion of Soil depending on Shape Factors
C=qf-((σ'Nq)+(0.5γBNγsγ))scNc

How to Evaluate Shape Factor Dependent on Unit Weight?

Shape Factor Dependent on Unit Weight evaluator uses Shape Factor Dependent on Unit Weight = (Ultimate Bearing Capacity-((Shape Factor dependent on Cohesion*Cohesion*Bearing Capacity Factor dependent on Cohesion)+(Effective Surcharge*Bearing Capacity Factor dependent on Surcharge)))/(0.5*Width of Footing*Unit Weight of Soil*Bearing Capacity Factor dependent on Unit Weight) to evaluate the Shape Factor Dependent on Unit Weight, The Shape Factor Dependent on Unit Weight formula is defined as the value of shape factor when we have prior information of other parameters used. Shape Factor Dependent on Unit Weight is denoted by sγ symbol.

How to evaluate Shape Factor Dependent on Unit Weight using this online evaluator? To use this online evaluator for Shape Factor Dependent on Unit Weight, enter Ultimate Bearing Capacity (qf), Shape Factor dependent on Cohesion (sc), Cohesion (C), Bearing Capacity Factor dependent on Cohesion (Nc), Effective Surcharge (σ'), Bearing Capacity Factor dependent on Surcharge (Nq), Width of Footing (B), Unit Weight of Soil (γ) & Bearing Capacity Factor dependent on Unit Weight (Nγ) and hit the calculate button.

FAQs on Shape Factor Dependent on Unit Weight

What is the formula to find Shape Factor Dependent on Unit Weight?
The formula of Shape Factor Dependent on Unit Weight is expressed as Shape Factor Dependent on Unit Weight = (Ultimate Bearing Capacity-((Shape Factor dependent on Cohesion*Cohesion*Bearing Capacity Factor dependent on Cohesion)+(Effective Surcharge*Bearing Capacity Factor dependent on Surcharge)))/(0.5*Width of Footing*Unit Weight of Soil*Bearing Capacity Factor dependent on Unit Weight). Here is an example- -0.164552 = (60000-((1.7*4230*1.93)+(10*2.01)))/(0.5*2*18000*1.6).
How to calculate Shape Factor Dependent on Unit Weight?
With Ultimate Bearing Capacity (qf), Shape Factor dependent on Cohesion (sc), Cohesion (C), Bearing Capacity Factor dependent on Cohesion (Nc), Effective Surcharge (σ'), Bearing Capacity Factor dependent on Surcharge (Nq), Width of Footing (B), Unit Weight of Soil (γ) & Bearing Capacity Factor dependent on Unit Weight (Nγ) we can find Shape Factor Dependent on Unit Weight using the formula - Shape Factor Dependent on Unit Weight = (Ultimate Bearing Capacity-((Shape Factor dependent on Cohesion*Cohesion*Bearing Capacity Factor dependent on Cohesion)+(Effective Surcharge*Bearing Capacity Factor dependent on Surcharge)))/(0.5*Width of Footing*Unit Weight of Soil*Bearing Capacity Factor dependent on Unit Weight).
Copied!