STRUCTURAL

Anchor Bolt / Foundation Bolt

Bolts cast into concrete foundation to anchor steel columns

Also calledanchor boltfoundation boltj boltl bolthold down bolt
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Definition

An anchor bolt (also called holding-down bolt, HDB, or foundation bolt) is a steel bolt embedded in concrete to connect a steel structural member or equipment base plate to the foundation. The Indian standards governing anchor bolts: IS 5624:1993 (foundation bolts — specifications), IS 6133 (anchor fasteners with cement), IS 1367 (general fasteners), and the relevant IS 800:2007 design clauses for connection design.

Geometric configurations: (1) J-bolt — straight shank with a 180° bend at the bottom, providing mechanical anchorage in concrete; bent length typically 4-6 × shank diameter. (2) L-bolt — straight shank with a 90° bend at the bottom; used where headroom is limited. (3) Plate-anchor bolt — straight shank with a square or circular plate at the bottom, providing larger bearing area for high-uplift loads. (4) Hooked bolt — variant of L-bolt with a return bend. (5) Through-bolt — passes through the entire foundation slab and is anchored by a nut on the bottom face; used in pile caps and large foundations. The choice depends on uplift, shear, embedment depth, and concrete confinement.

Design per IS 800:2007 Cl. 10.4 + ACI 318 (Indian practice typically uses ACI for anchor design due to limited IS guidance): tension capacity governed by (a) bolt yield, (b) concrete cone breakout, (c) pull-out (for L-bolts and hooked bolts), (d) pry-out for short embedment. Shear capacity governed by (a) bolt shear, (b) concrete edge breakout, (c) concrete pry-out. Combined tension and shear via interaction equation. The most common Indian site issue is misalignment of anchor bolt template during foundation casting — bolts can deviate up to 25 mm from drawing, requiring oversized holes in column base plates. Pre-installation of templates (IS 5624 Cl. 5) and verification before pouring concrete are non-negotiable.

Typical values
Common diameterM16, M20, M24, M30, M36
Embedment depth (J-bolt, M20)12d = 240 mm minimum
L-bolt bend length4d minimum, typically 6d
Tension capacity M20 Fe-410≈ 65 kN at yield
Hole oversize in base plate+2 mm of bolt diameter
Edge distance — concrete cone breakout≥ 1.5 hef (effective embedment)
Where used
  • Steel column base plates connecting to RCC pedestal / footing
  • Equipment foundations — pumps, compressors, generators, transformers
  • PEB column base anchorage
  • Crane runway beam supports
  • Architectural exposed steel — atria columns, pavilion bases
Acceptance / threshold
Per IS 5624 + IS 800 Cl. 10.4: tension and shear capacities verified for all four failure modes; concrete edge distance ≥ 1.5× effective embedment depth; pre-installation template per Cl. 5; concrete cover ≥ 50 mm. Site QC verifies template alignment before pour and bolt projection after.
Site example
Site reality: a Mumbai industrial project had 24 J-bolt anchorages cast 18 mm out of position from drawing — the contractor had skipped the template and used wooden batten + nail to position bolts during pour. Column base plates had to be re-drilled with oversized holes (violation of bolt design assumption). Remediation: drilled for 30 mm holes (vs design 22 mm), under-strength bolts, additional shear keys welded in. Cost ₹14 lakh and 3-week schedule slip. Pre-installation template (IS 5624 Cl. 5) is non-negotiable.
Frequently asked
What is an anchor bolt?
An anchor bolt is a steel bolt embedded in concrete to connect a steel member or equipment base plate to the foundation. Common types: J-bolt (with 180° bend at bottom), L-bolt (90° bend), plate-anchor (with bottom plate), and through-bolt. Sizes M16-M36 are common. Indian standards: IS 5624 (specification), IS 800:2007 Cl. 10.4 (design).
How is anchor bolt embedment depth calculated?
Embedment depth governs anchor capacity in tension. Per ACI 318 (Indian practice): minimum hef = max(8d, 100 mm) for general structural anchors. For tension-critical anchors, hef = 12-15d. Concrete cone breakout capacity scales with hef^1.5. The bolt geometry (J-bend, plate, or hook) provides additional pull-out resistance beyond bond.
What is anchor bolt template?
Anchor bolt template is a steel or wooden frame holding the anchor bolts in their exact specified positions during concrete pouring. Per IS 5624 Cl. 5, the template must be rigid, levelled, and surveyed before concrete is placed. Common Indian construction problem: skipping the template causes 10-30 mm bolt misalignment, requiring base-plate re-drilling. The template is a small pre-pour cost (₹5,000-10,000 per template) that prevents large remediation cost.
Related structural terms