🧮 Derivation of relationship of x/d, z/d and K

The limits of x/d, z/d and K often appear in different contexts; however, they are actually interrelated. This article explains their relationship, how they are derived, and how they are based on Eurocode 2 C2, BS EN 1992-1-1:2004

🪨 Governing Equations

The limits and relationships of x/d, z/d, and K are derived from the following governing equations for reinforced concrete section design:

1. Stress blocks of effective depth(d), lever arm(z) and neutral axis(x) in ULS,

2. Force Equalibrium of Compression Force (Fcc) and Tension Force(Fst) and

3. Moment Equalibrium: Moment(M) = Fcc · z = Fst · z ,

from these equations the relationship of x/d, z/d and K can be derived and below article is showing.

underlying equations for moment in rc design
underlying equations for moment in rc design

📜 Ductility and Code Requirements

Keep remind that all the upper bound and lower bound are related to:

1. Tensile steel yields before concrete crushes

Tensile steel yields before concrete crushes, neutral axis xu/d is limited to 0.45, ensure sufficient ductility and rotation capacity Cl.5.5 (4), BSEN1992-1-1

Ac As d x z Fcc Fst

Proof of xu/d ≤ 0.45

How to come up with xu/d ≤ 0.45?


2. Minimum compression stripe

To ensure minimum compression stripe, it's general advise to have z/d ≤ 0.95 Good Common Practice

Min. CompressionStripe Ac As d x z Fcc Fst

↔️ Derivative of Upper limit and Lower limit of K, x/d and z/d

In this part, we will first go through the relationships among these variables and their corresponding proofs. Second, we will substitute the relevant expressions and show how the boundary proofs for K, x/d, and z/d are derived.

Derivative of z/d and x/d

Using the stress-block at uls stage relationship, we can then derived the below relationship of z/d and x/d.


Ac As d εcu3 εs x ηfcd 0.5λx z λx Fcc Fst

Figure3.5, BSEN1992-1-1:2004

Proof of z/d = 1 - 0.4(x/d)

Lever Arm, z at ULS
where λ = 0.8

Substitution: Find lower limit of x/d ≥ 0.125

How to come up with xu/d ≥ 0.125?

Substitution: Find lower limit of z/d ≥ 0.82

How to come up with z/d ≥ 0.82?

Derivative of K and z/d

Using the equilibrium of moment and equation about M = Fcc· z at uls stage, we can then derived the below relationship of K and z/d.

Width, b Depth, d Concrete Strength, fcu Designed Moment, M What tension reinforcement Ast should be? K = M/(fcu*bd^2) will help Section

Proof of z/d = 0.5 + √(0.25 − K/1.134)

How to come up with z/d = 0.5 + √(0.25 − K/1.134) ?

Substitution: Find lower limit of K ≥ 0.054

How to come up with K ≥ 0.054?

Substitution: Find upper limit of K ≤ 0.167

How to come up with K ≤ 0.167?

💨Quick Summary of boundary of x/d, z/d and K coeff.

Please noted that these three important parameters are highly related with each other.

limit of x/d
limit of z/d
limit of K coeff.

📝Summary & Key Takeaways

  1. x/d, z/d and K are actually interrelated.
  2. This article shows how the upper and lower bounds of x/d, z/d and K are derived.
CivilSimple Team

CivilSimple Team

The CivilSimple Team writes practical engineering guides for the profession and the curious. All articles are reviewed for technical accuracy before publication.