Aller au contenu
GET /v1/rivets-required

Rivets needed for a load

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En-têtes personnalisés (facultatif)
api.oanor.com/rivet-api

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Extraits de code

curl "https://api.oanor.com/rivet-api/v1/rivets-required" \
  -H "x-oanor-key: oanor_test_..."
await fetch("https://api.oanor.com/rivet-api/v1/rivets-required", {
  headers: { "x-oanor-key": "oanor_test_..." }
});
$ch = curl_init("https://api.oanor.com/rivet-api/v1/rivets-required");
curl_setopt($ch, CURLOPT_HTTPHEADER, ["x-oanor-key: oanor_test_..."]);
curl_setopt($ch, CURLOPT_RETURNTRANSFER, true);
$out = curl_exec($ch);
import requests
requests.get(
    "https://api.oanor.com/rivet-api/v1/rivets-required",
    headers={"x-oanor-key": "oanor_test_..."}
)

Exemple de réponse

Une réponse réelle de ce endpoint, capturée lors du dernier contrôle de santé.

{
    "data": {
        "note": "The rivets a joint needs = the design load ÷ the allowable load per rivet (rivet area × allowable shear × shear planes), rounded up to a whole rivet — always use the allowable (working) shear, the strength divided by the safety factor, not the raw strength. Add rivets for an even, symmetric pattern and respect the minimum pitch and edge distances; this count is the shear minimum, so still confirm bearing and tear-out for the plate.",
        "inputs": {
            "load_n": 50000,
            "shear_planes": 1,
            "rivet_diameter_mm": 6,
            "allowable_shear_mpa": 250
        },
        "rivets_exact": 7.074,
        "rivets_required": 8,
        "per_rivet_capacity_n": 7068.6
    },
    "meta": {
        "timestamp": "2026-06-07T08:17:55.422Z",
        "request_id": "0454e897-e324-4373-96ff-4963cca15def"
    },
    "status": "ok",
    "message": "Rivets required",
    "success": true
}