Shafting Sample Clauses

Shafting.  All shafts are made from steel conforming to BS 970 Part 1, Grade 080M40 or its equivalent relevant international standard.  Shafts are manufactured to standard commercial tolerances for diameter and straightness.  No surface heat treatment is allowed.  Shaft journals and fillet radii are machine finished to a maximum of 63 rms.  Coupling mounting surfaces are concentric with the nearest bearing journal within 0.0003 times the bearing journal diameter or 0.025 mm, whichever is the greater. Where couplings, or the equivalent, are to be mounted the surface roughness is to be within RA 2.5 µm. Note: ISO tolerance h7 applies to coupling seating. Table 1: Circularity & Parallelism Shaft diameter - da [mm] Circularity & Parallelism IT5 [µm] Over To 25 50 11 50 80 13 80 120 15 120 180 18 180 250 20 250 315 23 315 400 25 400 500 27 500 630 29 630 800 32 800 1000 35  The shaft contact pressure under the locking device is calculated for the inside and outside shoulders. The alternating stress range, at the shoulders, shall not exceed the shaft material’s endurance limits as defined by the Modified Xxxxxxx Diagram. The minimum contact pressure shall exceed 100 MPa for all operating conditions.  All shafting is ultrasonically inspected.  The allowable maximum shaft stresses for material is as follows:  Bending only - 56 MPa  Combined stress:
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Shafting.  Dye penetrant inspection is provided for all turndown sections after machining.  Shafts are ultrasonically tested to note any internal cracking. The procedure is in accordance with ASTM A-609-81 and A-609-81 S1, with the acceptance Level ll or DIN equivalent.  All forgings are ultrasonically inspected before machining. Steel castings shall also undergo magnetic particle inspection over their entire surface in accordance with ASTM E-709-80 and ASTM E-125-80 or DIN equivalent. Acceptance criteria for magnetic particle inspection is zero linear discontinuities. The surface of steel castings are machined free of pitting and surface cracks, with surface defects not exceeding 0.75 mm in depth and 25 mm in diameter.  Shaft deflection on pulleys is limited to 6 minutes and a taper locking device must be used.
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Shafting a. All shafts are made from steel conforming to BS 970 Part 1, Grade 080M40 or its equivalent relevant international standard.
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Shafting x. Xxx penetrant inspection is provided for all turndown sections after machining.
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Related to Shafting

  • Cooperative Drafting This Agreement has been drafted through a cooperative effort of City and Contractor, and both Parties have had an opportunity to have the Agreement reviewed and revised by legal counsel. No Party shall be considered the drafter of this Agreement, and no presumption or rule that an ambiguity shall be construed against the Party drafting the clause shall apply to the interpretation or enforcement of this Agreement.

  • Drafting The parties hereto have participated jointly in the negotiation and drafting of this Agreement and, in the event an ambiguity or question of intent or interpretation arises, this Agreement shall be construed as jointly drafted by the parties hereto and no presumption or burden of proof shall arise favoring or disfavoring any party by virtue of the authorship of any provision of this Agreement.

  • Joint Drafting The Parties have participated jointly in the negotiation and drafting of this Agreement. In the event an ambiguity or question of intent or interpretation arises, this Agreement shall be construed as if drafted jointly by the Parties and no presumption or burden of proof shall arise favoring or disfavoring any Party by virtue of the authorship of any of the provisions of this Agreement.

  • Mutual Drafting This Agreement is the joint product of the Subscriber and the Company and each provision hereof has been subject to the mutual consultation, negotiation and agreement of such parties and shall not be construed for or against any party hereto.

  • Cooperation in Drafting The Parties have cooperated in the drafting and preparation of this Agreement. This Agreement will not be construed against any Party on the basis that the Party was the drafter or participated in the drafting.

  • Toileting the ability to use the lavatory or otherwise manage bowel and bladder functions so as to maintain a satisfactory level of personal hygiene;

  • Fencing The SPD shall Fence the demarcated boundary of the Demised Premises at the SPD’s own expense in every respect.

  • PAVING Provide a standard bubble map, as part of the plans, showing locations of numbered points, and a table with point number, northing and easting coordinates, description, and BL station for each point, for the following: ▪ all platted control irons (set or not), including plat boundary irons, for the entire sub-division, not just the current phase ▪ benchmarks, including TBM set with preliminary survey In addition to the required coordinate information, the following shall be included in all plans, at a minimum, as needed for construction staking on all City projects. ▪ Include copy of plat(s) on all plans, as relevant and approved by the Design Engineer ▪ Benchmarks – minimum of two City standards, four total desirable; as close to project as possible, even if TBM set with preliminary survey. ▪ Benchmark elevations must be in the same datum as the design (i.e. NAV 88 design needs NAV 88 benchmarks, not NAV 29) ▪ All control irons/identified property irons shall be shown on plans, with BL stationing and offset ▪ Show deflection angles in BL, and/or bearing/azimuth of BL sections ▪ Arterial project side streets – provide BL station at CL of intersection of the two streets, on the BL; BL station and offset to CL of side street at removal limits; include deflection angle from BL to CL of side street ▪ Existing FL/pavement grades shown at all match points ▪ Top of curb grades and stationing at all ends-of-return and horizontal/vertical P.I.’s, not just even stationing ▪ CL top of pavement grades for arterial ▪ CL elevation for streets on mass grading work @ 100’ Sta in tangent sections and 50’ on curves.

  • FLOORING All Bed Rooms, Dinning-cum-Living, and would be finished with Ivory Vitrified tiles (24'' X 24'') flooring and 4'' skirting. Bath-room, Kitchen & Balcony would be finished with Ivory Ceramic tiles (12'' X 12'') flooring. The walls of the Toilets/Bathrooms would finish with white glazed tiles in 60'' height. Roof would be finished with roof tiles.

  • No Drafting Presumption The Parties acknowledge that their respective legal advisors have reviewed and participated in settling the terms of this Agreement and agree that any rule of construction to the effect that any ambiguity is to be resolved against the drafting Party shall not apply to the interpretation of this Agreement.

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