UNDERSTAND IT. WORK IT OUT.

Learn: RC lever arm — rectangular block

The lever arm is the distance between the tensile-steel force and the concrete compression resultant. For a rectangular uniform stress block, the compression force acts at the middle of that block.

Beginner-friendlyFree · No accountTwo worked examples + separate practice
01

What the formula is saying

The compression resultant is λx/2 from the compression face. Subtract that distance from effective depth d, measured to the tensile-steel centroid, to obtain z.

z = d − λx/2

Read the symbols in plain language

d
Effective depth

Distance from the extreme compression face to the centroid of tensile reinforcement; do not substitute the overall section depth.

mm

Millimetres measure length; 1000 mm = 1 m.

λ
Block depth factor

Block depth factor. A uniform rectangular stress block has its resultant halfway through its depth.

ratio / no unit

A dimensionless ratio has no physical unit; 0.01 as a ratio is 1% when the percent option is selected.

x
Neutral-axis depth

Neutral-axis depth. A uniform rectangular stress block has its resultant halfway through its depth.

mm

Millimetres measure length; 1000 mm = 1 m.

z
Result to find

RC lever arm — rectangular block. Subtract the compression-resultant depth from the tensile-steel effective depth.

mm

Sort out the units first

d, x and z are in mm; λ has no unit. Effective depth is not overall section depth: it is measured from the compression face to the centroid of the relevant tensile reinforcement.

Assumptions before calculating

Use the first-generation EC2 teaching model and the supplied design coefficients. Material strengths, geometry, load situation and coefficients must be mutually compatible; selecting them from the adopted code and National Annex is outside this calculation.

This is a first-generation Eurocode teaching relationship or an explicitly simplified coefficient calculation. The numbers supplied here are exercise data, not a recommendation for any country. Check the adopted edition, relevant clause, National Annex, applicability conditions and all other limit states before any real design.

02

Let’s solve one together

Read the given values, follow each operation, then check what the result means.

Read the supplied values as one complete study case. Find z and explain the result in the stated output unit.

d · Effective depth
550 mm
λ · Block depth factor
0.8
x · Neutral-axis depth
200 mm
  1. Locate the compression resultant

    A uniform rectangular stress block has its resultant halfway through its depth.

    (0.8) × (200) ÷ 2 = 80 mm
  2. Find the distance to the tensile force

    Subtract the compression-resultant depth from the tensile-steel effective depth.

    (550)-(80) = 470 mm
Answer470 mm

Does this worked answer make sense?

The lever arm is less than d but must remain positive. Increasing x moves the compression resultant downward and reduces z when d and λ stay fixed.

A second worked example — different values

A second case uses different data. Predict which way the answer will change, then calculate it without reusing the first answer.

d · Effective depth
500 mm
λ · Block depth factor
0.8
x · Neutral-axis depth
150 mm
  1. Locate the compression resultant

    A uniform rectangular stress block has its resultant halfway through its depth.

    (0.8) × (150) ÷ 2 = 60 mm
  2. Find the distance to the tensile force

    Subtract the compression-resultant depth from the tensile-steel effective depth.

    (500)-(60) = 440 mm
Answer440 mm
03

Now try your own values

Change a value or its unit. The same method will show your calculation, step by step.

Distance from the extreme compression face to the centroid of tensile reinforcement; do not substitute the overall section depth.

Block depth factor. A uniform rectangular stress block has its resultant halfway through its depth.

Neutral-axis depth. A uniform rectangular stress block has its resultant halfway through its depth.

English, Arabic and Persian digits are supported. The steps convert inputs to the formula’s base units.

Results update only when you calculate. The lesson example above stays unchanged.

04

Your turn — check your understanding

Solve this separate case yourself. Use only the values below; the two worked examples use different data. Give the requested result in the selected unit.

d · Effective depth
600 mm
λ · Block depth factor
0.8
x · Neutral-axis depth
250 mm

Find: Learn: RC lever arm — rectangular block

For repeating decimals, use at least four significant figures. Accepted rounding tolerance: 0.05% of the expected value; zero uses an absolute tolerance of 10⁻¹².

A hint, not the answer

The compression resultant is λx/2 from the compression face. Subtract that distance from effective depth d, measured to the tensile-steel centroid, to obtain z.

d, x and z are in mm; λ has no unit. Effective depth is not overall section depth: it is measured from the compression face to the centroid of the relevant tensile reinforcement.

Show the full practice solution

Compare the steps with your work; revealing a solution does not mark the lesson complete.

  1. Locate the compression resultant

    A uniform rectangular stress block has its resultant halfway through its depth.

    (0.8) × (250) ÷ 2 = 100 mm
  2. Find the distance to the tensile force

    Subtract the compression-resultant depth from the tensile-steel effective depth.

    (600)-(100) = 500 mm
Answer500 mm

Avoid the common trap

Do not subtract the whole block depth λx. Do not use overall depth instead of d, or confuse neutral-axis depth x with the depth of the equivalent block.

When this method applies — and when it does not

This geometry assumes a rectangular constant-width compression block and a tension-steel layer below the neutral axis. The lesson requires 0 < x < d and 0 < λ ≤ 1. Code limits on neutral-axis depth and ductility still need checking.

For study and understanding, not approval of a real structure, site operation or design. Apply the correct standard, National Annex and professional review to actual engineering work.

One idea understood. Keep going.

This optional checkmark is saved only in this browser. It is your own progress note, not a certificate.

Sources & further reading

References open in a new tab and explain the underlying principles. The teaching text and examples here are SimpleFlick’s own; the source organisations have not endorsed this calculator.

Reading focus: RC lever arm — rectangular block. First-generation EN 1992 teaching: material properties and the relevant bending, shear, serviceability, detailing or prestress relationship. Read the applicability conditions as well as the expression.

Lesson updated: · Both examples and the separate practice case are checked against an independent high-precision numerical implementation. This verifies arithmetic for the stated model, not engineering certification.

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