ENGINEERING TOOL

M30 Anchor Bolt Weight Chart

Per-piece weights of M30 anchor bolts in four configurations — straight, J-hook, L-bend and welded end plate — across the full length range (carbon steel, geometric-volume method), kg and lb, basis fully disclosed.

A M30 J-hook anchor bolt (500 mm shank + hook developed length 6d, carbon steel 7.85 g/cm³) weighs about 3.8 kg per piece; the straight pattern about 2.8 kg — full length table below.

Other sizes

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Weight per piece (M30, kg/pc)

Shank length L (mm)Straight
no add-on
J-Hook
hook +180 mm (6d)
L-Bend
leg +120 mm (4d)
With Plate
plate 120×15 mm
1000.551.61.22.3
1500.831.81.52.5
2001.12.11.82.8
2501.42.42.13.1
3001.72.72.33.4
4002.23.22.93.9
5002.83.83.44.5
6003.34.345
8004.45.45.16.1
10005.56.56.27.2
12006.77.77.38.4
15008.39.3910
200011.112.111.812.8

Cell shows weight per piece (kg/pc, carbon steel 7.85 g/cm³). L = straight shank length (hook/leg/plate excluded); full nominal diameter along the whole shank (no thread reduction).

Material Density Conversion

Values above are carbon steel (7.85 g/cm³); for other materials multiply by the density factor.

MaterialDensity (g/cm³)Factor
Carbon / Alloy Steel7.85×1.000
Stainless 3047.93×1.010
Stainless 3167.98×1.017
Brass8.5×1.083

Basis of Calculation & Disclosed Assumptions

All values are computed as geometric volume × density (carbon steel 7.85 g/cm³, base metal, coating excluded) — no copyrighted standard tables are reproduced. Straight = cylinder π/4·d²·L; J-hook = shank + hook developed length 6d (GB/T 799 hooked-bolt basis, identical to the online calculator); L-bend = shank + leg 4d (explicit assumption — GB/T 799 has no L-type leg table); with-plate = shank + square plate a×a×t (a=4d, t=0.5d, explicit assumption, unwelded-hole-free plate, weld and accessories excluded). The full nominal diameter is used along the shank with no thread reduction.

Boundary: theoretical geometric estimates for quotation, freight and lifting budgets. Actual piece weight varies with the as-built configuration (hook/leg/plate per drawing) and coating (hot-dip galvanizing ≈ +4.5%). Use measured values for trade settlement; send drawings for non-standard configurations.

FAQ

How much does an M30×500 J-hook anchor bolt weigh?

On the carbon-steel basis (500 mm shank + hook developed length 180 mm = 6d, full diameter) about 3.8 kg per piece. The straight pattern runs about 2.8 kg and the L-bend (leg 120 mm = 4d) about 3.4 kg — see the full length table above.

What is the difference between J-hook and L-bend M30 anchor bolts?

In this chart only the developed add-on differs: J-hook at 6d (+180 mm, GB/T 799 hooked-bolt basis) versus an L-bend leg at 4d (+120 mm, explicit assumption). At L=500: J-hook ≈ 3.8 kg, L-bend ≈ 3.4 kg. Actual hook/leg dimensions follow the drawing.

How is the weight of a M30 anchor bolt with end plate calculated?

Shank weight plus plate weight. The plate is a 120×120×15 mm square (a=4d, t=0.5d, explicit assumption, hole-free welded plate): at L=500 the assembly is about 4.5 kg per piece. For other plate thicknesses, holes or stiffeners, request a quotation to drawing.

What basis are these weights calculated on?

Geometric volume × density (carbon steel 7.85 g/cm³, base metal, coating excluded) — the same formulas as our catalog SKU weights; full nominal diameter with no thread reduction; hook/leg/plate parameters fully disclosed in the basis section. Theoretical estimates — use measured values for trade settlement.

Are anchor bolts, foundation bolts and J bolts the same thing?

They are names within one product family: "anchor bolt" and "foundation bolt" both denote bolts embedded in a concrete foundation; a "J bolt" is the pattern with a J-shaped hook at the embedded end (the J-Hook column of this chart, hook developed length 6d), while an "L bolt" carries an L-shaped leg (the L-Bend column). All four configurations here are computed geometrically at the M30 nominal diameter.

Related References

Disclaimer: This chart is an engineering estimation for selection, quotation and freight estimation only. It does not constitute design or acceptance criteria.

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