TryBuildCalcColumn Steel Weight Calculator(Longitudinal Bars, Lateral Ties, Steel Weight & IS 456 Check)
Calculate column steel weight from longitudinal bars, lateral ties, cutting length, starter bars, cover, and wastage. Adjust column type, size, main bars, tie spacing, cover, starter bars, seismic confinement, and wastage for your reinforcement estimate.
Calculate RCC column vertical bars, ties, steel weight, wastage, and 12 m bar procurement.
🕒 Last updated: August 5, 2026
Inputs
Column Dimensions
ℹ️Circular columns use diameter-based input, a minimum-6-bar check, and a circular tie/hoop formula.
ℹ️Clear height between floor levels. Typical residential: 2.8-3.5 m.
ℹ️Typical residential column width: 230-450 mm.
ℹ️When enabled, column depth is set equal to column width.
Longitudinal Bars
ℹ️IS 456 minimum diameter for column bars: 12 mm.
ℹ️IS 456 minimum: 4 bars for rectangular/square columns.
Lateral Ties
ℹ️IS 456: tie diameter must not be less than 6 mm or 1/4 of main bar diameter, whichever is greater.
ℹ️IS 456 maximum tie spacing: lesser of least lateral dimension, 16 x main bar diameter, or 300 mm.
Seismic Detailing
ℹ️IS 13920 requires special confinement zones at column ends in seismic zones III and above.
ℹ️IS 13920: confinement length = max of larger lateral dimension, 1/6 of clear height, or 450 mm.
ℹ️IS 13920 confinement zone spacing is typically 75-100 mm and should not exceed code limits.
Cover and Extras
ℹ️IS 456 minimum cover for columns is commonly 40 mm. Increase for aggressive exposure.
ℹ️Starter bars project above the footing or lower column for lap with the upper column.
ℹ️Lap length = multiplier x bar diameter.
Net Column Steel
121.04 kg
Longitudinal bars: 8
Lateral ties: 31
Total length: 88.08 m
Longitudinal steel: 88.89 kg
Tie steel: 32.15 kg
Steel percentage: 1.241%
Recommended Procurement
129.51 kg
Wastage (7%): 8.47 kg
Concrete volume: 0.709 m³
Columns: 1
Check: Within IS 456 column steel range
Seismic Confinement Summary
Confinement zone length: 583 mm each end
Confinement spacing: 100 mm
Mid-zone length: 2,333 mm
Ties per column: 31
Column Steel Breakdown
| Bar Type | Diameter | Count | Cutting Length | Total Length | Unit Weight | Weight |
|---|---|---|---|---|---|---|
| Longitudinal bars | 20 mm | 8 | 4.5 m | 36 m | 2.469 kg/m | 88.89 kg |
| Lateral ties | 10 mm | 31 | 1.68 m | 52.08 m | 0.617 kg/m | 32.15 kg |
| TOTAL | - | - | - | 88.08 m | - | 121.04 kg |
Longitudinal Bar Summary
Bars per column: 8
Starter extension: 1 m
Cutting length per bar: 4.5 m
Weight: 88.89 kg
Lateral Tie Summary
Ties per column: 31
Tie cutting length: 1.68 m
Tie size inside cover: 370 x 370 mm
Weight: 32.15 kg
IS 456 Steel Check
Main bar area: 2,513.27 mm²
Gross section: 2,02,500 mm²
Steel %: 1.241%
Status: Within IS 456 column steel range
Tie Compliance Check
Tie diameter: OK (6 mm min)
Tie spacing: OK (300 mm max)
Seismic spacing: OK
Equivalent 12 m Bars by Diameter
10 mm: 5 bars (60 m)
20 mm: 4 bars (48 m)
Need cutting length for these bars and ties, including bends and hooks? Bar Bending Schedule Calculator →
Approximate results for planning only. Verify with a professional.
Looking for the verification checklist, reference tables, tips, or common mistakes?See the complete Column Steel Calculator.
Column steel weight estimate
This page focuses on steel weight for a larger column with heavier bars and seismic confinement.
This calculator page is pre-filled for the selected column case. Edit any input and the worked example updates from the active values.
- Default column: 450 x 450 mm.
- Eight 20 mm bars.
- Wastage: 7%.
How does the column steel calculator work?
Column steel quantity is calculated separately for longitudinal bars and lateral ties. The calculator uses column height, column size, bar diameter, number of bars, tie spacing, concrete cover, starter bar lap, seismic detailing, and wastage to estimate steel weight and procurement quantity.
Step 1 — Calculate Effective Column Height
Effective Height = Column Height − (2 × Cover)
Concrete cover is deducted from top and bottom for estimation. Actual site detailing must follow the approved bar bending schedule.
Step 2 — Calculate Longitudinal Bar Cutting Length
Starter Bar Extension = Lap Multiplier × Main Bar Diameter
Cutting Length = Column Height + Starter Bar Extension
If starter bars are not included: Cutting Length = Column Height
Starter bars project above footing or lower column level to lap with the upper column reinforcement.
Step 3 — Calculate Longitudinal Bar Weight
Unit Weight = D² ÷ 162 kg/m
Total Longitudinal Length = Cutting Length × Number of Bars × Number of Columns
Longitudinal Bar Weight = Total Longitudinal Length × Unit Weight
Longitudinal bars are the main vertical reinforcement of the column.
Step 4 — Calculate Tie Cutting Length
Tie Width = Column Width − (2 × Cover)
Tie Depth = Column Depth − (2 × Cover)
Hook Allowance = 2 × 10d
Tie Cutting Length = 2 × (Tie Width + Tie Depth) + Hook Allowance
Lateral ties are closed links around the vertical bars. Their cutting length is calculated after deducting cover from both sides.
Step 5 — Calculate Number of Ties
Standard Ties per Column = floor(Effective Height ÷ Tie Spacing) + 1
For seismic detailing: Total Ties = Confinement Zone Ties + Mid-Zone Ties
In standard detailing, ties are spaced uniformly. In seismic detailing, closer spacing is used near column ends.
Step 6 — Calculate Tie Weight
Tie Unit Weight = D² ÷ 162 kg/m
Total Tie Length = Tie Cutting Length × Total Number of Ties
Tie Weight = Total Tie Length × Tie Unit Weight
Tie weight is calculated separately because tie diameter, cutting length, and count differ from longitudinal bars.
Step 7 — Calculate Total Steel Weight and Wastage
Net Steel Weight = Longitudinal Bar Weight + Tie Weight
Wastage = Net Steel Weight × Wastage %
Total to Procure = Net Steel Weight + Wastage
Wastage accounts for cutting offcuts, bending loss, handling, and practical site wastage.
Step 8 — Check Steel Percentage
Column Gross Area = Column Width × Column Depth
Main Bar Area = (π ÷ 4 × D²) × Number of Bars
Steel % = (Main Bar Area ÷ Column Gross Area) × 100
IS 456 specifies minimum and maximum longitudinal reinforcement limits for RCC columns. This is a quantity cross-check, not structural design.
This calculator supports both standard IS 456 column detailing and IS 13920 seismic confinement zone estimation for buildings in seismic zones III, IV, and V. For seismic detailing, confinement zone length and spacing must also follow approved structural drawings — the auto-calculated confinement length is a starting reference based on IS 13920 clause requirements.
Worked Example
This example uses the active inputs above and follows the same steps as the Formula section.
Input Values Used
| Input | Value |
|---|---|
| Column Type | Rectangular / Square Column |
| Height | 3.5 m |
| Width | 450 mm |
| Depth | 450 mm |
| Number of Columns | 1 |
| Longitudinal Bars | 8 bars of 20 mm |
| Lateral Ties | 10 mm @ 125 mm c/c |
| Concrete Cover | 40 mm |
| Starter Bars | Included |
| Seismic Detailing | Enabled (IS 13920) |
| Wastage | 7% |
Step 1 — Calculate Effective Column Height
Concrete cover is deducted from the top and bottom of the column before calculating how many ties fit along the height. This ensures ties stay within the concrete section and not at the very edges.
| Calculation | Substitution | Result |
|---|---|---|
| Effective Height = Column Height − (2 × Cover) | 3.5 m − (2 × 0.04 m) | 3.42 m |
Step 2 — Calculate Longitudinal Bar Cutting Length
Each longitudinal bar runs the full column height. If starter bars are included, an additional lap length is added at the bottom — this is the length that projects above the footing to connect with the column bars above. The lap length equals the lap multiplier times the bar diameter.
| Calculation | Substitution | Result |
|---|---|---|
| Starter Bar Extension = Lap Multiplier × Bar Diameter | 50 × 20 mm | 1 m |
| Cutting Length = Column Height + Starter Bar Extension | 3.5 + 1 | 4.5 m per bar |
Step 3 — Calculate Longitudinal Bar Weight
The unit weight of a steel bar is calculated using the D²/162 formula, where D is the bar diameter in millimetres. This formula comes from the density of steel (7850 kg/m³) and the circular cross-section area of the bar. Total length is the cutting length per bar multiplied by the number of bars per column and then by the number of columns — because every column needs the same bars.
| Calculation | Substitution | Result |
|---|---|---|
| Unit Weight = 20² ÷ 162 | Weight of 1 m of 20 mm bar | 2.469 kg/m |
| Total Length = Cutting Length × Bars × Columns | 4.5 × 8 × 1 | 36 m |
| Longitudinal Bar Weight = Total Length × Unit Weight | 36 × 2.469 | 88.89 kg |
Step 4 — Calculate Tie Cutting Length
Lateral ties are closed rectangular links that wrap around all four longitudinal bars. Their inner dimensions are calculated after deducting cover from both sides of the column width and depth. This is important because the tie sits inside the cover zone — using outer dimensions would overestimate the tie size. The hook allowance accounts for the two bent ends of the closed tie, each requiring a 10d extension.
| Calculation | Substitution | Result |
|---|---|---|
| Tie Inner Width = Width − (2 × Cover) | 450 − (2 × 40) | 370 mm |
| Tie Inner Depth = Depth − (2 × Cover) | 450 − (2 × 40) | 370 mm |
| Tie Perimeter = 2 × (Width + Depth) | 2 × (370 + 370) | 1,480 mm |
| Hook Allowance = 2 × 10 × Tie Diameter | 2 × 10 × 10 | 200 mm |
| Tie Cutting Length = Perimeter + Hook Allowance | 1,480 + 200 | 1.68 m |
Step 5 — Calculate Number of Ties
IS 13920 seismic detailing requires closer tie spacing at both column ends — these are called confinement zones. The middle portion of the column uses standard spacing. Ties are counted separately in each zone and added together.
| Calculation | Substitution | Result |
|---|---|---|
| Confinement Zone Length (each end) | IS 13920 auto/preset | 583 mm |
| Ties in Bottom Confinement Zone = floor(Zone Length ÷ Confinement Spacing) + 1 | floor(583 ÷ 100) + 1 | 6 ties |
| Mid-Zone Length = Height − (2 × Zone Length) | 3,500 − (2 × 583) | 2,334 mm |
| Mid-Zone Ties = floor(Mid-Zone Length ÷ Tie Spacing) + 1 | Mid-Zone Length ÷ 125 mm | 19 ties |
| Total Ties = (2 × Confinement Zone Ties) + Mid-Zone Ties, × Columns | 31 per column × 1 | 31 ties |
Step 6 — Calculate Tie Weight
Tie weight is calculated separately from longitudinal bars because ties use a different diameter, a different cutting length (the rectangular perimeter plus hooks), and a different count. Total tie length is the cutting length of one tie multiplied by the total number of ties across all columns.
| Calculation | Substitution | Result |
|---|---|---|
| Tie Unit Weight = 10² ÷ 162 | Weight of 1 m of 10 mm tie bar | 0.617 kg/m |
| Total Tie Length = Cutting Length × Total Ties | 1.68 × 31 | 52.08 m |
| Tie Weight = Total Tie Length × Unit Weight | 52.08 × 0.617 | 32.15 kg |
Step 7 — Calculate Total Steel Weight and Procurement Quantity
The two steel components — longitudinal bars and lateral ties — are added to get the net steel weight. A wastage allowance is then applied to account for cutting offcuts, bending losses, and site handling. The final procurement quantity is what you should order from the supplier.
| Component | Weight |
|---|---|
| Longitudinal bars (8 × 20 mm bars per column × 1 column) | 88.89 kg |
| Lateral ties (31 closed rectangular 10 mm ties) | 32.15 kg |
| Net Steel Weight (longitudinal + ties) | 121.04 kg |
| Wastage (7%) | 8.47 kg |
| Total to Procure | 129.51 kg |
Step 8 — Check Steel Percentage Against IS 456 Limits
IS 456 requires that longitudinal reinforcement in a column stays between a minimum and maximum percentage of the gross cross-sectional area of the column. The minimum ensures the column has enough steel to handle bending and prevent brittle failure. The maximum prevents steel congestion that would make concrete placement difficult. This check uses only the longitudinal bars — lateral ties are not included in the percentage calculation.
| Calculation | Substitution | Result |
|---|---|---|
| Column Gross Area = Width × Depth | 450 × 450 | 2,02,500 mm² |
| Single Bar Area = π ÷ 4 × Diameter² | π ÷ 4 × 20² | 314.2 mm² |
| Main Bar Area = Single Bar Area × Number of Bars | 314.2 × 8 | 2,513.3 mm² |
| Steel % = (Main Bar Area ÷ Gross Area) × 100 | (2,513.3 ÷ 2,02,500) × 100 | 1.241% |
| IS 456 Limit | Required | Actual | Status |
|---|---|---|---|
| Minimum steel | ≥ 0.800% | 1.241% | ✓ Above minimum |
| Maximum steel | ≤ 4.000% | 1.241% | ✓ Within limit |
Therefore, for 1 column of 450 mm × 450 mm with 8 bars of 20 mm and 10 mm ties at 125 mm spacing, the estimated steel is 121.04 kg net and 129.51 kg for procurement including 7% wastage.
Cross-check against the Quick Reference Tables in the complete Column Steel Calculator.