Laboratory Instructions for Tests of Metal Timber Brick Contrete
Laboratory Instructions for Tests of Metal Timber Brick Contrete
Berkeley College of Engineering Division of Civ University of California
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Read deflections for each load increment of 200 Ib. Report. Submit data and summary of results in tabular form. For each specimen plot a curve, using center loads as ordinates and deflections as abscissas. Compute the modulus of rupture and coefficient of elasticity for each specimen. References : [25] TEST No. 14 CALIBRATION OF A TESTING MACHINE Purpose. To compare the force actually exerted by a testing machine with the load indicated on the dial. Apparatus. Calibrating bar of known coefficie...nt of elasticity, testing machine to be calibrated, arranged for tension test, spherical seated screw grips to fit calibrating bar, calibration extensometer with battery and bell. Operations. Attach extensometer tightly and concentrically to the calibrating bar, using the longest gauge length possible, Note the gauge length, the diameter of the bar and its coefficient of elasticity. Read the directions for operation of testing machines on page 5. Bead the micrometers for an initial load of 2000 Ib.
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