Design Requirements. The DG Facility shall be installed in compliance with Wisconsin Administrative Code Chapter PSC 119.
Design Requirements. 8.2.1. Metal liner The metal liner shall have a minimum actual burst pressure of 26 MPa.
8.2.2. Composite over-wrap The tensile stress in the fibres shall meet the requirements of paragraph 6.5. above.
8.2.3. Stress analysis The stresses in the composite and in the liner after prestress shall be calculated. The pressures used for these calculations shall be zero, 2 MPa, 20 MPa test pressure and design burst pressure. The calculations shall use suitable analysis techniques using thin-shell theory taking account of non-linear material behaviour of the liner to establish stress distributions at the neck, transition regions and the cylindrical part of the liner. For designs using auto-frettage to provide prestress, the limits within which the auto-frettage pressure shall fall shall be calculated. For designs using controlled tension winding to provide prestress, the temperature at which it is performed, the tension required in each layer of composite and the consequent prestress in the liner shall be calculated.
Design Requirements. Design calculations shall be used to provide justification of design adequacy. The tensile stresses in the fibres shall meet the requirements of paragraph 6.5. above. Tapered and straight threads in accordance with paragraph 6.10.2. or 6.10.3. above shall be used on the metal end bosses. Metal end bosses with threaded openings shall be able to withstand a torque force of 500 Nm, without damaging the integrity of the connection to the non-metallic liner. The metal end bosses connected to the non-metallic liner shall be of a material compatible with the service conditions specified in paragraph 4. of this annex.
Design Requirements. 9.2.1. Metal liner The compressive stress in the liner at zero pressure and 15 °C shall not cause the liner to buckle or crease.
9.2.2. Composite over-wrap The tensile stress in the fibres shall meet the requirements of paragraph 6.5. above.
Design Requirements. 38 Developer shall prepare all Design Documents by or under the supervision of a Professional 39 Engineer of the applicable discipline. All RFC packages and Final Design Documents must be 40 stamped, signed, and dated by the responsible engineer. 1 Except as otherwise specified in the Contract Documents or approved by ADOT, Developer 2 shall develop formal Submittals of Design Documents following the steps described in Section
Design Requirements. 17 Developer shall conduct field explorations and subgrade testing necessary to design the Work 18 in accordance with the requirements of the applicable standards listed in Section DR 416.2.1 of 19 the TPs.
Design Requirements. All design standards/signs and pavement markings shall follow and comply with San Xxxx Complete Streets Design Standard & Guidelines (xxxx://xxxxxxxxx.xxx/DocumentCenter/View/74857) and the latest CAMUTCD. o Green pavement enhancement at signalized intersections approaches and departures shall be shown per City of San Xxxx bike xxxx design standard details provided. o Buffer details shall be per the latest CA MUTCD/specific direction provided by the City staff in a standard detail. • Design standards/signs shall comply with Caltrans Highway Design Manual (Chapter 300 & Chapter 1000) and Caltrans Standard plans within Caltrans right-of-way. • Consultant shall verify curb to curb dimensions in the field and/or use Google Earth aerials for accuracy. • If present, existing gutter pan next to median shall be shown on the plans. • All signal loop locations shall be clearly noted on the plans. Information will be provided by the City. • Proposed parking removal shall be clearly noted on first plan set submittal and described on plans by linear feet and number of spaces with a length assumption of 20' per vehicle. A tally table shall be provided for the total parking removal count for each segment. See example PDF. • The standard proposed No-Stopping signs to be used shall be the R26(S) (CA). Existing signs in conflict with new striping shall be clearly noted for removal. • Include bike detection loops and bike detection symbols on major streets at signalized intersections. • Include bike detection loops and bike detection symbols on side streets at signalized intersections. Include existing cross sections and proposed cross sections within Caltrans Right- of-Way per Caltrans Encroachment Permit application requirements.
Design Requirements. 9.2.1. Metal liner The compressive stress in the liner at zero pressure and 15 °C shall not cause the liner to buckle or crease.
9.2.2. Composite over-wrap The tensile stress in the fibres shall meet the requirements of paragraph 6.5. above.
9.2.3. Stress analysis The stresses in the tangential and longitudinal direction of the cylinder in the composite and in the liner after pressure shall be calculated. The pressure used for these calculations shall be zero, working pressure, 10 per cent of working pressure, test pressure and design burst pressure. The limits, within which auto-frettaging pressure shall fall, shall be calculated. The calculations shall use suitable analysis techniques using thin-shell theory taking account of non-linear material behaviour of the liner to establish stress distributions at the neck, transition regions and the cylindrical part of the liner.
Design Requirements. The provisions of this section apply to all borrower electric system facili- ties regardless of the source of financ- ing.
Design Requirements. 4.1. Scope of Work Licensee shall furnish programming, architectural, landscape architectural, furniture and engineering services for the preparation of Construction Documents necessary to complete the Project in accordance with the requirements of the Contract Documents. Licensee shall furnish all labor, materials, equipment, services, and transportation necessary to complete the design and construction of the Project, including site work, finishes, structures, utilities, furniture and landscaping.
