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Ultimate Tip Load for Piles Installed in Cohesive Soils Formula

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Ultimate Point Load is the product of end-bearing area of pile and bearing capacity of soil. Check FAQs

Q b = A b \cdot N c \cdot C u

Q_b - Ultimate Point Load?A_b - Base Area of Pile?N_c - Bearing Capacity Factor dependent on Cohesion?C_u - Undrained Strength in Shear?

Ultimate Tip Load for Piles Installed in Cohesive Soils Example

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Here is how the Ultimate Tip Load for Piles Installed in Cohesive Soils equation looks like with Values.

Here is how the Ultimate Tip Load for Piles Installed in Cohesive Soils equation looks like with Units.

Here is how the Ultimate Tip Load for Piles Installed in Cohesive Soils equation looks like.

798.12 = 7.39 \cdot 9 \cdot 12

798.12N = 7.39m² \cdot 9 \cdot 12Pa

798.12 = 7.39 \cdot 9 \cdot 12

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Ultimate Tip Load for Piles Installed in Cohesive Soils Solution

Follow our step by step solution on how to calculate Ultimate Tip Load for Piles Installed in Cohesive Soils?

FIRST Step Consider the formula

Q b = A b \cdot N c \cdot C u

Next Step Substitute values of Variables

∴

Q b = 7.39m² \cdot 9 \cdot 12Pa

Next Step Prepare to Evaluate

∴

Q b = 7.39 \cdot 9 \cdot 12

LAST Step Evaluate

∴

Q b = 798.12N

Ultimate Tip Load for Piles Installed in Cohesive Soils Formula Elements

Variables

Ultimate Point Load

Ultimate Point Load is the product of end-bearing area of pile and bearing capacity of soil.

Symbol: Q_b

Measurement: ForceUnit: N

Note: Value should be greater than 0.

Formulas to find Ultimate Point Load

Base Area of Pile

Base Area of Pile is the area of the pile end that bears the load.

Symbol: A_b

Measurement: AreaUnit: m²

Note: Value should be greater than 0.

Formulas to find Base Area of Pile

Bearing Capacity Factor dependent on Cohesion

Bearing Capacity Factor dependent on Cohesion is a constant whose value depends upon the cohesion of soil.

Symbol: N_c

Measurement: NAUnit: Unitless

Note: Value should be greater than 0.

Formulas to find Bearing Capacity Factor dependent on Cohesion

Undrained Strength in Shear

Undrained Strength in Shear is defined as the peak value of the horizontal shear stress.

Symbol: C_u

Measurement: PressureUnit: Pa

Note: Value should be greater than 0.

Formulas to find Undrained Strength in Shear

Other formulas in Toe Capacity Load category

Go Quasi Constant Value for Piles in Sands

q l = 0.5 \cdot N q \cdot \tan (Φ i)

How to Evaluate Ultimate Tip Load for Piles Installed in Cohesive Soils?

Ultimate Tip Load for Piles Installed in Cohesive Soils evaluator uses Ultimate Point Load = Base Area of Pile*Bearing Capacity Factor dependent on Cohesion*Undrained Strength in Shear to evaluate the Ultimate Point Load, The Ultimate Tip Load for Piles Installed in Cohesive Soils formula is defined as the maximum load that can be applied to the tip of a pile without causing failure in cohesive soil conditions. Ultimate Point Load is denoted by Q_b symbol.

How to evaluate Ultimate Tip Load for Piles Installed in Cohesive Soils using this online evaluator? To use this online evaluator for Ultimate Tip Load for Piles Installed in Cohesive Soils, enter Base Area of Pile (A_b), Bearing Capacity Factor dependent on Cohesion (N_c) & Undrained Strength in Shear (C_u) and hit the calculate button.

FAQs on Ultimate Tip Load for Piles Installed in Cohesive Soils

What is the formula to find Ultimate Tip Load for Piles Installed in Cohesive Soils?

The formula of Ultimate Tip Load for Piles Installed in Cohesive Soils is expressed as Ultimate Point Load = Base Area of Pile*Bearing Capacity Factor dependent on Cohesion*Undrained Strength in Shear. Here is an example- 798.12 = 7.39*9*12.

How to calculate Ultimate Tip Load for Piles Installed in Cohesive Soils?

With Base Area of Pile (A_b), Bearing Capacity Factor dependent on Cohesion (N_c) & Undrained Strength in Shear (C_u) we can find Ultimate Tip Load for Piles Installed in Cohesive Soils using the formula - Ultimate Point Load = Base Area of Pile*Bearing Capacity Factor dependent on Cohesion*Undrained Strength in Shear.

Can the Ultimate Tip Load for Piles Installed in Cohesive Soils be negative?

No, the Ultimate Tip Load for Piles Installed in Cohesive Soils, measured in Force cannot be negative.

Which unit is used to measure Ultimate Tip Load for Piles Installed in Cohesive Soils?

Ultimate Tip Load for Piles Installed in Cohesive Soils is usually measured using the Newton[N] for Force. Exanewton[N], Meganewton[N], Kilonewton[N] are the few other units in which Ultimate Tip Load for Piles Installed in Cohesive Soils can be measured.

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Ultimate Tip Load for Piles Installed in Cohesive Soils Formula

Ultimate Tip Load for Piles Installed in Cohesive Soils Example

Ultimate Tip Load for Piles Installed in Cohesive Soils Solution

Ultimate Tip Load for Piles Installed in Cohesive Soils Formula Elements

Other formulas in Toe Capacity Load category

How to Evaluate Ultimate Tip Load for Piles Installed in Cohesive Soils?

FAQs on Ultimate Tip Load for Piles Installed in Cohesive Soils

Variable Name