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The RMR was a double-action revolver chambered for .357 Magnum cartridges chosen by the French National Police to replace the Manurhin MR 73. Production was a joint venture between Manurhin and Sturm, Ruger & Co. and ran from 1981 to 1984.
Part: Glock 17/19 Magazine FDM Deterrence Dispensed: 9×19mm Parabellum: Dry fire testing of the v2 design suggested a lifetime of over 1000 rounds. A fully printable swift link that enables full-auto fire by pressing on the disconnector. Compatible with most AR-15 lowers. Classified as a machine gun by the ATF. [94]
The .17 caliber wildcats not only met but far exceeded the 5mm RMR's velocities and flat trajectory. The accuracy of these cartridges was also quite good. However, the downrange energy of the 5mm RMR is superior to both .22 WMR and .17 HMR, so there is still potential in the 5 mm rimfire for wildcatters. [6]
Slope mass rating (SMR) is a rock mass classification scheme developed by Manuel Romana [1] [2] [3] to describe the strength of an individual rock outcrop or slope. The system is founded upon the more widely used RMR scheme, [4] which is modified with quantitative guidelines to the rate the influence of adverse joint orientations (e.g. joints dipping steeply out of the slope).
The rock mass rating (RMR) is a geomechanical classification system for rocks, developed by Z. T. Bieniawski between 1972 and 1973. [1] Since then it has undergone multiple modifications out of which, RMR89 [1] is commonly used.
RMR differs from basal metabolic rate (BMR) because BMR measurements must meet total physiological equilibrium whereas RMR conditions of measurement can be altered and defined by the contextual limitations. Therefore, BMR is measured in the elusive "perfect" steady state, whereas RMR measurement is more accessible and thus, represents most, if ...
A rock mass with a high RMR before the adjustment factors are applied has a high reinforcement potential, and can be reinforced by, for example, rock bolts, whatever the MRMR value might be after excavation. Contrariwise, rock bolts are not a suitable reinforcement for a rock mass with a low RMR (i.e. has a low reinforcement potential).