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5 changes: 3 additions & 2 deletions 20-agents/aeco/engineering/steel-detailer-us/manifest.yaml
Original file line number Diff line number Diff line change
@@ -1,5 +1,5 @@
agent: steel-detailer-us
version: 0.2.0
version: 0.3.0
sdk-target: aisc-360-22 # the code edition these rules are sourced from
display-name: Steel Detailer — US (AISC)

Expand All @@ -14,7 +14,7 @@ description: |
("no verified source") rather than guessing. Covers bolted + welded connection
geometry and the governing limit states (edge distance, spacing, hole types,
weld sizing, block shear), drawing & detailing conventions (AISC 303),
materials/sections, and a deterministic lookup command backed by a 66-rule
materials/sections, and a deterministic lookup command backed by a 70-rule
verified JSON database. US/AISC only — never mix with Eurocode (that is the
separate steel-detailer-uk agent).

Expand Down Expand Up @@ -93,6 +93,7 @@ skills:
- bolt-bearing-tearout.md
- bolt-pretension-and-joint-types.md
- bolt-washers.md
- bolt-length-and-grip.md
- weld-fillet-sizing.md
- weld-length-and-pjp.md
- connecting-elements-block-shear.md
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Original file line number Diff line number Diff line change
@@ -1,8 +1,8 @@
{
"agent": "steel-detailer-us",
"standard": "aisc-360-22",
"version": "1.0.0",
"last_verified": "2026-06-14",
"version": "1.1.0",
"last_verified": "2026-06-28",
"sources": [
"AISC 360-22 (free — aisc.org/standards)",
"RCSC 2020 (free — boltcouncil.org)",
Expand Down Expand Up @@ -320,6 +320,46 @@
"source_quote": "The specified minimum pretensions … are based on 70 percent of the tensile strength … rounded to the nearest kip",
"found": true
},
{
"id": "bolt.length.grip",
"category": "bolts",
"rule": "Grip (basis for bolt-length selection)",
"value": "Total thickness of the connected plies the bolt passes through, EXCLUDING washers and direct-tension indicators (DTIs)",
"units": "in.",
"citation": "RCSC 2020 Glossary (\"Grip\")",
"source_quote": "Grip. The total thickness of material a bolt passes through, exclusive of washers or direct-tension indicators.",
"found": true
},
{
"id": "bolt.length.engagement",
"category": "bolts",
"rule": "Bolt length must achieve sufficient thread engagement",
"value": "Length chosen so the installed bolt end is at least flush with (or beyond) the outer face of the nut — develops the bolt's strength",
"units": "dimensionless",
"citation": "RCSC 2020 §2.7; Glossary (\"Sufficient Thread Engagement\")",
"source_quote": "The bolt length used shall be such that, when installed, sufficient thread engagement (as defined in the Glossary) is achieved. [Glossary:] … the available bolt threads extending beyond or at least flush with the outer face of the nut; a condition that develops the strength of the bolt.",
"found": true
},
{
"id": "bolt.length.select",
"category": "bolts",
"rule": "Selecting bolt length from grip",
"value": "length = grip + add-to-grip value (RCSC Table C-2.2), rounded to nearest ¼ in. (½ in. for lengths over 6 in.)",
"units": "in.",
"citation": "RCSC 2020 Commentary §2.7, Table C-2.2 (more extensive: Carter 1996, AISC Engineering Journal 2Q)",
"source_quote": "To determine the required bolt length, the value shown in Table C-2.2 should be added to the grip … The length determined by the use of Table C-2.2 should be adjusted to the nearest ¼-in. increment (or ½-in. increment for lengths exceeding 6 in.). A more extensive table … is available (Carter, 1996).",
"found": true
},
{
"id": "bolt.length.washer.add",
"category": "bolts",
"rule": "Washer thickness added to grip when selecting bolt length",
"value": "+5/32 in. per ASTM F436 flat washer; +5/16 in. per beveled washer (added to grip before length selection)",
"units": "in.",
"citation": "RCSC 2020 Commentary §2.7, Table C-2.2",
"source_quote": "For each ASTM F436 washer that is used, add 5/32 in.; for each beveled washer, add 5/16 in.",
"found": true
},
{
"id": "weld.fillet.min.to.025in",
"category": "welds",
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Original file line number Diff line number Diff line change
@@ -0,0 +1,57 @@
---
name: steel-detailer-us-bolt-length-and-grip
description: Use for US high-strength bolt LENGTH selection — how long a bolt must be for a given grip (the clamped plies), the grip definition, the "sufficient thread engagement" requirement that sets length, adding washer thickness to grip, and where the add-to-grip length table lives. RCSC 2020 §2.7, Glossary, and Commentary Table C-2.2.
---

# Bolt length & grip (RCSC)

A high-strength bolt must be **long enough to develop its strength** — i.e. long enough that, when
installed, it achieves **sufficient thread engagement** with the nut. Length is selected from the **grip**.

- **Grip** = the **total thickness of the connected plies** the bolt passes through, **excluding washers
and direct-tension indicators (DTIs).** (`grip` is the clamped structural material only.)
- **The length requirement is normative (RCSC §2.7):** the bolt length used **shall** be such that, when
installed, **sufficient thread engagement** is achieved. *"Sufficient thread engagement"* = the end of
the bolt (excluding a spline-end's spline) is **at least flush with — or extends beyond — the outer face
of the nut**; the condition that develops the bolt's strength (Glossary). Too short → the threads do not
fully engage the nut; the joint cannot develop the bolt.
- **How length is selected (method):** required length = **grip + the add-to-grip value from RCSC
Table C-2.2**, then **rounded to the nearest ¼ in. (½ in. for lengths over 6 in.)**. The tabulated
add-to-grip values already provide for manufacturing tolerances and sufficient thread engagement.
- **Washers add to the grip *for length selection*** (even though washers are not part of the grip
itself): add **5/32 in. per ASTM F436 flat washer** and **5/16 in. per beveled washer** to the grip
before selecting the length.
- **Where the add-to-grip table lives:** the per-diameter add-to-grip values are in **RCSC 2020
Table C-2.2** (free, in the RCSC Commentary). RCSC itself points to a *more extensive* selection table —
**Carter (1996)**, *"Specifying Bolt Length for High-Strength Bolts,"* AISC *Engineering Journal*,
2nd Qtr. 1996 (free, and RCSC's own cited reference). The AISC *Steel Construction Manual* has
historically tabulated the same selection (paid — reference only, never reproduced).

This agent gives the **rule + grip concept**, not the tabulated length values — read Table C-2.2 in the
free RCSC PDF (or Carter, 1996) for the per-diameter add-to-grip numbers.

> **Rule** → length develops the bolt only with sufficient thread engagement. **Condition** → every
> high-strength bolt; length = grip (+ washer thicknesses) + Table C-2.2 allowance, rounded. **Source** ↓.

## Source

- **Normative requirement — RCSC 2020 §2.7 ("Geometry of Bolting Components and Assemblies").**
*"The bolt length used shall be such that, when installed, sufficient thread engagement (as defined in
the Glossary) is achieved."*
- **Grip — RCSC 2020 Glossary.** *"Grip. The total thickness of material a bolt passes through, exclusive
of washers or direct-tension indicators."*
- **Sufficient Thread Engagement — RCSC 2020 Glossary.** *"Having the end of the bolt, not including the
spline of a spline-end bolt, or the available bolt threads extending beyond or at least flush with the
outer face of the nut; a condition that develops the strength of the bolt."*
- **Selection method — RCSC 2020 Commentary to §2.7, Table C-2.2.** *"To determine the required bolt
length, the value shown in Table C-2.2 should be added to the grip (i.e., the total thickness of all
connected material, exclusive of washers). For each ASTM F436 washer that is used, add 5/32 in.; for
each beveled washer, add 5/16 in. … The length determined by the use of Table C-2.2 should be adjusted
to the nearest ¼-in. increment (or ½-in. increment for lengths exceeding 6 in.). A more extensive table
for bolt length selection based upon these rules is available (Carter, 1996 …)."*
- RCSC's *"more extensive table … (Carter, 1996)"* is **Carter, C.J., *"Specifying Bolt Length for
High-Strength Bolts,"* AISC *Engineering Journal*, Vol. 33, No. 2 (2nd Qtr. 1996)** — the free,
canonical bolt-length-selection reference. (The AISC *Steel Construction Manual* also tabulates this
selection — paid; reference only, never reproduced. Edition numbering varies, so it is not cited to a
specific table number here.)
- Verified against the genuine RCSC 2020 PDF. Verify free at boltcouncil.org.
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