#1 India's Top IT Training Institute
×

About Uncodemy

Know more about who we are and what we stand for.

About Us

About Us

Discover our mission to equip individuals with essential IT skills and industry expertise.

Read More →
UnCodeMy Gallery

UnCodeMy Gallery

Explore highlights from our IT training sessions and success stories.

Read More →
Mentors

Mentors

Meet the industry experts who train and guide you through your course.

Read More →
Free Resources

Free Resources

Free tutorials, interview questions, tools and calculators to help you learn.

Explore →
×

Free Resources

Learn, practice and plan your career — bilkul free.

Tutorials

Tutorials

Step-by-step written tutorials to learn any technology at your own pace.

Read More →
Free Counselling

Free Counselling

Book a free video counselling session and pick the right course for you.

Read More →
Online Compiler

Online Compiler

Write, run and test your code online — no setup required.

Read More →
⚡ FREE · IS 456 LIMIT STATE

Isolated Footing Calculator: Plan Size and Depth by IS 456

Find footing size from column load and safe bearing capacity, with the depth checks.

  • 📐 Square or rectangular
  • 🧮 Bending and shear depth
  • 🧾 Full working shown

How to use the Isolated Footing Size Calculator

  1. 1. Enter load and soilService column load, self-weight allowance and safe bearing capacity.
  2. 2. Enter column and materialsColumn size, concrete grade, steel grade, cover and bar size.
  3. 3. Get the footingPlan size, net upward pressure, moment and the depth needed for each check.

How an isolated footing is sized

Area = column load × (1 + self-weight %) ÷ safe bearing capacity. A square footing has side √A rounded up. A rectangular footing with equal projections solves (b + 2x)(D + 2x) = A.

For design the soil pressure uses the factored load without self-weight: qu = 1.5P ÷ area. The cantilever moment at the column face is Mu = qu × width × x²/2, and the depth for bending is d = √(Mu ÷ (0.138 fck b)) for Fe 415. Shear often governs footings: one-way shear is checked at d from the column face against τc (IS 456 Table 19), and punching shear at d/2 against ks × 0.25√fck.

Worked example and site tips

Column 400 × 400 mm, load 1000 kN, SBC 200 kN/m², 10% self-weight: area = 1100/200 = 5.5 m², side 2.345 → 2.35 m. qu = 1500/5.52 = 271.6 kN/m². Projection 0.975 m, Mu = 303.4 kNm, d for bending = 216 mm. With M20 and 0.25% steel, one-way shear needs about 420 mm and punching about 382 mm, so shear governs and overall depth is about 500 mm.

  • The SBC must come from a soil report. Do not guess it.
  • The tool assumes a concentric load. Eccentric loads and moments need a full design.
  • Footings in IS 456 need at least 50 mm cover.

Frequently asked questions

How is the size of a footing calculated?

Divide the column load plus self-weight (often 10%) by the safe bearing capacity of the soil. That gives the area; take the square root for a square footing and round up.

Why is self-weight not used in the design pressure?

The footing's own weight and the soil on it are balanced directly by soil pressure under them, so they do not bend the footing. Bending and shear use only the column load.

Which check usually decides footing depth?

For typical loads, one-way or punching shear needs a larger depth than bending. That is why the tool checks all three and takes the largest.

Is this calculator free?

Yes. You fill a short form once to see your result, and other Uncodemy tools then open without the form. Everything is calculated in your browser and nothing you type is uploaded.

More free tools

See all free tools