Date/Time Sample Clauses

Date/Time. Warranty Contractor warrants that Product(s) furnished pursuant to this Contract shall, when used in accordance with the Product documentation, be able to accurately process date/time data (including, but not limited to, calculating, comparing, and sequencing) transitions, including leap year calculations. Where a Contractor proposes or an acquisition requires that specific Products must perform as a package or system, this warranty shall apply to the Products as a system. Where Contractor is providing ongoing services, including but not limited to: i) consulting, integration, code or data conversion, ii) maintenance or support services, iii) data entry or processing, or iv) contract administration services (e.g., billing, invoicing, claim processing), Contractor warrants that services shall be provided in an accurate and timely manner without interruption, failure or error due to the inaccuracy of Contractor’s business operations in processing date/time data (including, but not limited to, calculating, comparing, and sequencing) various date/time transitions, including leap year calculations. Contractor shall be responsible for damages resulting from any delays, errors or untimely performance resulting therefrom, including but not limited to the failure or untimely performance of such services. This Date/Time Warranty shall survive beyond termination or expiration of this contract through: a) ninety (90) days or b) the Contractor’s or Product manufacturer/developer’s stated date/time warranty term, whichever is longer. Nothing in this warranty statement shall be construed to limit any rights or remedies otherwise available under this Contract for breach of warranty.
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Date/Time. The Event will be held between the hours of and on , 20 (“Usage Date”). Resident understands that the Event may not extend past the hour of 11PM, except for clean- up activities. Resident understands that continued use of the Clubhouse after the hours for which is has been reserved will constitute a breach of this Agreement and may result in forfeiture of their deposit.
Date/Time. User’s exclusive use of the field(s) shall be on , . In no event shall User begin games before 8:00 a.m. or continue after dark unless agreeing to use of lights.
Date/Time. Whenever a date or time is specified in the Loan Documents, it means such date or time in Portland, Oregon.
Date/Time. Option Quantity Fee per hour Total PAFC Warm Pool Only (max 30 people) $65.00 $ PAFC Lap Pool Only (first 50 people) $100.00 $ PAFC Warm & Lap Pool (first 50 people) $150.00 $ Xxxxxx Park Lap Pool (first 50 people) $150.00 $ Xxxxxx Park Recreation Pool (first 50 people) $150.00 $ Xxxxxx Park Lap & Rec Pools (first 50 people) $225.00 $ Each 15 extra people per hour beyond 50 $30.00 $ Extras Quantity Fee per Rental Total Tubes & Boats $25.00 $ Wibit (Per Hour) $40.00 $ Wibit (Installation/Take Down) $75.00 $ Wibit Waterpolo/Soccer Net $25.00 $ Total:
Date/Time in courtroom to see whether Defendants have moved out of the property and paid the amount owed (if any). In 6 and 7, "with prejudice" means the claim is forever dismissed.
Date/Time. The Event will be held between the hours of and on , 20 (“Usage Date”). Resident understands that the Event may not extend past the hour of 11PM, except for clean- up activities. Resident understands that continued use of the Pool Area after the hours for which is has been reserved will constitute a breach of this Agreement and may result in forfeiture of their deposit.
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Date/Time. The closing of the Conveyance Transaction (the “Closing”) shall take place through an electronic exchange of documents and funds on a date to be specified by the Parties which date shall be no later than three (3) business days following the satisfaction or waiver (as provided herein) of the conditions set forth in Article VI (other than those conditions that by their nature are to be satisfied at the Closing), unless another time, date and/or place is agreed to in writing by the Parties (the date upon which the Closing shall have occurred is referred to hereinafter as the “Closing Date”).
Date/Time. Warranty Contractor warrants that Product(s) furnished pursuant to this Contract shall, when used in accordance with the Product documentation, be able to accurately process date/time data (including, but not limited to, calculating, comparing, and sequencing) transitions, including leap year calculations. Where a Contractor proposes or an acquisition requires that specific Products must perform as a package or system, this warranty shall apply to the Products as a system. Where Contractor is providing ongoing services, including but not limited to: i) consulting, integration, code or data conversion, ii) maintenance or support services, iii) data entry or processing, or
Date/Time. This le allows changing the run time settings of the dimensions of the arrays If you get a memory allocation failure this is the place to make the adjustments A Static Analysis Since we know the data in the le EX PS to be correct we will use it to do a simple static analysis Run StaDyn and read the structure DataFile C stadyn ex ps Before we can obtain the static solution we must rst form the system matrices Select and you are given the choices FORM System Matrices sub menu K E static K G K E K G buckling M K E M dynamic K E K G M all Select and make the choice CHOOSE STIFFness storage DEFault MEMory only BINary prof StaDyn STF ASCii prof XxxXxx OUT ASCii NxB StaDyn OUT BINary NxB named DEFault load StaDyn OUT BINary prof xxxx named Since this is the rst example echo the sti ness matrix to StaDyn OUT just to see what it looks like Since the loads were already read from EX PS we can now obtain a static solution by typing and there are two problem types STATIC Problems sub menu Distributed loadings Pre stress dP Pre stress P All node loadings In the rst the loads speci ed in the structure data le are the applied loads while in the second those loads are interpreted as pre loading on the structure Choose Each major capability of StaDyn is divided into two parts the analysis and the post processing The rst determines the nodal degrees of freedom in the global co ordinates while the second allows post processing of them to give strains or contours and so on basically member or local level information Thus in response to Chapter Basic StaDyn Tutorials CHOOSE return analysis post analysis choose since this is the rst time through Sometimes it is convenient to have unit loads in the structure data le and to use the analysis stage to scale the loads In response to INPUT scales load gravity type After echoing some information on the screen you are back to CHOOSE return analysis post analysis Quit and get out of StaDyn by typing That is all there is to it' The output can now be surveyed by viewing the ASCII le StaDyn OUT This le is fairly well documented so there is little di#culty in interpreting it The maximum displacement occurs at Node with E Note that some of the nodes can have a rotation this is a consequence of the type of in plane element implemented it has three degrees of freedom at each node two displacements and one rotation In the present case the rotations are zero indicating that the element arrangement satis es the patch test Also have a look in the S...
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