Deflection Criteria Sample Clauses

The Deflection Criteria clause establishes the specific conditions or thresholds that must be met for a system, product, or process to be considered as having successfully deflected or redirected an event, such as a call, request, or incident. In practice, this clause might detail measurable standards—like the percentage of customer inquiries that must be resolved by automated systems before reaching human agents, or the acceptable rate of system rerouting during peak loads. Its core function is to set clear, objective benchmarks for performance, ensuring both parties understand when deflection is deemed adequate and helping to manage expectations and accountability.
Deflection Criteria. In accordance with ASTM E985 and design loads specified. 3. Aluminum Rail Piping: Test data showing yield strength of pipe as-delivered equals or exceeds values specified in this Section. May 2017 C01025C17 Georgetown Wet Weather Treatment Station 05520 - 3 METAL RAILING
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Deflection Criteria. The maximum horizontal and vertical deflections of steel framing must not exceed code-based criteria, nor the following: a. Steel structure supporting suspended floors and roof structure must be designed to limit vertical deflections to span/360 under live load and span/240 under total load (live plus dead load). b. Maximum total vertical deflection for long span members must be limited to 75 mm. Pre- camber as necessary and in conformance to CSA S16. c. Maximum storey drift must be limited to span/400 and for crane lateral, crane runway girder vertical and lateral and other items refer to CISC S16.
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Deflection Criteria. The inputs for the live and total load deflection limits are in pull down boxes, which list the common values for roof and floor loading. The listed inputs can be overridden manually by inputting the desired value. The default values for floor beam loading are L/360 live load and L/240 dead load and for roof loading are L/240 live load and L/180 total load.
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Related to Deflection Criteria

  • Selection Criteria Each Contract is secured by a new or used Motorcycle. No Contract has a Contract Rate less than 1.00%. Each Contract amortizes the amount financed over an original term no greater than 84 months (excluding periods of deferral of first payment). Each Contract has a Principal Balance of at least $500.00 as of the Cutoff Date.

  • Evaluation Criteria 5.2.1. The responses will be evaluated based on the following: (edit evaluation criteria below as appropriate for your project)

  • Target Population TREATMENT FOR ADULT (TRA) Target Population

  • Desirable Selection Criteria Post registration qualification in the area of specialty or evidence of significant progression towards one.

  • Power Factor Design Criteria Developer shall design the Large Generating Facility to maintain an effective power delivery at demonstrated maximum net capability at the Point of Interconnection at a power factor within the range established by the Connecting Transmission Owner on a comparable basis, until NYISO has established different requirements that apply to all generators in the New York Control Area on a comparable basis. The Developer shall design and maintain the plant auxiliary systems to operate safely throughout the entire real and reactive power design range. The Connecting Transmission Owner shall not unreasonably restrict or condition the reactive power production or absorption of the Large Generating Facility in accordance with Good Utility Practice.