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524,660 tools. Updated 2026-09-06 18:04

"Elastic" matching MCP tools:

  • Start a cloud cost / FinOps scan of a linked account and return a job_id. Use this when the user wants to find idle, unused or underutilized cloud resources, review cloud spend, or estimate savings. The provider comes from the connection, and **AWS is the only provider supported today** (see `list_connections`). Other clouds will appear on this same tool as connections for them become linkable; nothing else about the call changes. READ-ONLY against your cloud: it reads resource metadata and monitoring metrics and reports; it never changes, stops or deletes anything. (It does create a scan job here and consume that account's scan quota, which is why this tool is not marked read-only.) On AWS it covers EC2 instances, EBS volumes and snapshots, RDS instances, Elastic IPs, NAT Gateways, load balancers, VPCs and VPC endpoints, site-to-site VPN and Transit Gateway attachments, Client VPN endpoints, Secrets Manager secrets, CloudFront distributions and WAF web ACLs. Resource kinds outside that list are not inspected, so a clean scan is not a claim that the whole bill is optimized. `connection_id` picks which linked AWS account to scan (see `list_connections`). Omit it to run against sample data — useful for showing the user what the output looks like before any account is linked. The scan runs asynchronously: poll `get_job(job_id)` roughly every 10 seconds until status is COMPLETED (typically 1-3 minutes), then call `list_cost_findings(job_id)`. Do NOT start another scan while one is running — each scan consumes the account's monthly quota. Pass `idempotency_key` (any unique string you choose) if you may retry on a network error: a retry with the same key returns the original job instead of starting a second scan.
    ConnectorNo auth
  • Calculate structural engineering beam mechanics: maximum elastic deflection, peak bending moment, and maximum flexural stress for a center point load on a simply supported Euler-Bernoulli beam. Behavior: Deterministic, idempotent calculation with zero external side effects. Evaluates Euler-Bernoulli beam equations: Max Moment M_max = (P * L) / 4; Max Deflection delta_max = (P * L^3) / (48 * E * I); Peak Bending Stress sigma_max = (M_max * y) / I. Converts area moment of inertia from cm^4 to m^4 and extreme fiber distance from mm to m. Returns deflection in mm, moment in N*m, and stress in MPa. Usage Guidelines: Use for civil, structural, and mechanical engineering beam sizing and load checks. Do not use for fluid pipe friction or pressure drop; use pipe_flow instead.
    ConnectorNo auth
  • Compile one caller-selected domain-solutioning candidate into a prepared bounded beam simulation study after repeating deterministic engineering review. The requirement must explicitly state the supported load model, geometry, load, and elastic modulus; the caller must state the objective, source freshness, and physical validation plan. Optional material_property_evidence content-addresses an exact engineering datasheet or measurement with material state, applicability, method, and uncertainty; its value must match the requirement. Semantic placeholders such as unknown, unspecified, n/a, or tbd cannot make material state or applicability simulation-eligible. Computed-crystal evidence remains screening/reference-only because this scalar product model cannot preserve its tensor, orientation, grade, condition, or product-form boundary. Requester limits become hard constraints. It never verifies a source claim, selects a candidate, invents physics, runs a solver, stores data, contacts a supplier, or grants physical authority.
    ConnectorNo auth
  • Execute and validate a prepared simulation study through a2a2p's bounded closed-form rectangular-beam adapter. The adapter accepts only explicit load, span, section width/height, elastic modulus, exact support conditions, and supported output quantities; missing, extra, mismatched, or unsupported settings fail the affected experiment closed. It returns provenance-bound predictions and the existing hard-constraint/Pareto validation in one stateless call. It is not FEA, physical measurement, engineering validation, candidate selection, supplier contact, or fabrication authority.
    ConnectorNo auth
  • Derive one proposal-only prismatic rectangular beam height from a caller-declared purpose, supported idealized load model, fixed width, explicit elastic modulus, and at least one requester acceptance criterion. The operation solves closed-form equations, rounds upward to the caller's manufacturing increment, and re-runs the canonical bounded evaluator. It performs no general optimization, material selection, network call, supplier contact, persistence, purchase, or fabrication and grants no engineering or physical authority.
    ConnectorNo auth

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