1 2 mpa to psi

    • [DOC File]Chapter 1

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      This applies to all gas-pressure gauges over 100 mm in diameter graduated to over 1.4 MPa (200 psi) and to all liquid-pressure gauges over 100 mm in diameter graduated to over 140 MPa (20,000 psi). Safety-type gauges may be required for other combinations of diameter and pressure.

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    • [DOC File]Guide Spec - Master Builders Solutions

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      4.6 x 106 psi (32 GPa). Splitting Tensile Strength, ASTM C496: 1 Day: 400 psi (3 MPa). 28 Days: 450 psi (3 MPa). Freeze-Thaw Resistance, ASTM C666, Procedure A, at 300 cycles: 100 percent relative dynamic modulus. Scaling Resistance, ASTM C672, at 25 cycles: Zero rating; no scaling. Slant Shear Bond Strength, ASTM C882, Modified: 1 Day: 2,300 ...

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    • [DOC File]Dear Mr - Euclid Chemical

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      1) 7 days: 3,300 psi (22.9 MPa) 2) 28 days: 3,900 psi (27.0 MPa) l) Chemical Resistance: 1) Excellent resistance to most industrial chemicals. 2.3 AGGREGATE REDUCTION. A. Aggregate content of the epoxy grout shall not be reduced beyond manufacturer’s recommendations. PART 3: EXECUTION

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    • [DOC File]QUIKRETE® Guide Specification

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      2. Performance and Physical Properties at 73 degrees F and 50 percent relative humidity: A. Working time, ASTM C 191: 20-40 minutes. B. Compressive Strength, ASTM C 109 Modified: 1800 psi (12.4 MPa) @ 24 hours, 4000 psi (27.6 MPa) @ 7 days, 5500 psi (37.9 MPa) @ 28 days. C. Slant Shear Bond Strength, ASTM C 1059: Exceeds 1250 psi (8.6 MPa) @ 28 ...

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    • [DOCX File]SECTION 31 23 23.33 - FLOWABLE FILL

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      Minimum Strength: 2.1 MPa (300 psi) according to ASTM C39/C39M at 28 days after placement. Minimum Subsidence and Bleed Water Shrinkage: Bleed water evaporation to result in maximum 10.4 mm per m (1/8 inch per foot) shrinkage of flowable fill depth (for mixes containing high fly ash content), as measured in ASTM C940 Section 10.

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    • ACI 546-B - Materials Selection Guide

      Yes 4.2.2 Tensile strength ASTM D 412 21 days 0.7 to 1.7 MPa 0.7 to 1.7 MPa 100 to 250 psi 100 to 250 psi No Elongation at break ASTM D 412 21 days 400 to 800% > 400% 400 to 800% > 400% Yes 4.2.3 Joint movement ASTM C 719 21 days 12.5 to 25% 12.5 to 25% 12.5 to 25% 12.5 to 25% Yes 4.2.6 Tear strength ASTM D 624 21 days 0.89 to 1.8 kg/mm 0.89 to ...

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    • [DOC File]Chap 8 Solns

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      8.2 Estimate the theoretical fracture strength of a brittle material if it is known that fracture occurs by the propagation of an elliptically shaped surface crack of length 0.25 mm (0.01 in.) and having a tip radius of curvature of 1.2 ( 10-3 mm (4.7 ( 10-5 in.) when a stress of 1200 MPa (174,000 psi) is applied.

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    • [DOC File]SECTION 033000 - CAST-IN-PLACE CONCRETE

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      (27.6 MPa) Req't E.1, Req't E.2 Mix D Lightweight Concrete Fill on Metal Decking 1/2 inch (13 mm) by #4 lightweight 3 to 5 inches (75 to 125 mm) 4000 psi (27.6 MPa) Req'ts E.2 and E.3 Mix E Miscellaneous concrete for curbs, pads, etc. Size 57 (1 inch)

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    • [DOC File]Section 31 23 23.33 - FLOWABLE FILL - Veterans Affairs

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      2.2 FLOWABLE FILL MIXTURE: A. Mix design shall produce a consistency that will result in a flowable product at the time of placement which does not require manual means to move it into place. B. Flowable fill shall have a minimum strength of 2.1 MPa (300 psi) …

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    • [DOC File]Section 31 23 23.33 - FLOWABLE FILL - WBDG | WBDG

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      2.2 FLOWABLE FILL MIXTURE: A. Mix design shall produce a consistency that will result in a flowable product at the time of placement which does not require manual means to move it into place. B. Flowable fill shall have a minimum strength of 2.1 MPa (300 psi) …

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