Proceedings of the Annual Meeting, 13. ciltAmerican Society for Engineering Education, Society for the Promotion of Engineering Education (U.S.) Society for the Promotion of Engineering Education., 1906 |
Kitabın içinden
33 sonuçtan 6-10 arası sonuçlar
Sayfa 67
... marks whose ele- vations have been accurately determined by the U. S. Lake Survey , the U. S. Geological Survey , and the State Levee Commission . Triangulation stations of the U. S. Coast and Geodetic Survey are near enough for ...
... marks whose ele- vations have been accurately determined by the U. S. Lake Survey , the U. S. Geological Survey , and the State Levee Commission . Triangulation stations of the U. S. Coast and Geodetic Survey are near enough for ...
Sayfa 68
... marks . 4. One long line of levels is run by each student with an engineer's transit in order to inspire confidence in this instrument as a leveling instrument . ( c ) Hydrographic . - 1 . Three different types of cur- rent meters are ...
... marks . 4. One long line of levels is run by each student with an engineer's transit in order to inspire confidence in this instrument as a leveling instrument . ( c ) Hydrographic . - 1 . Three different types of cur- rent meters are ...
Sayfa 72
... marks along the Erie canal and afterwards from those of the U. S. Geo- logical Survey . The field maps are platted on detail paper from com- puted coordinates to a scale of four hundred feet to the inch . Much of the sketching is done ...
... marks along the Erie canal and afterwards from those of the U. S. Geo- logical Survey . The field maps are platted on detail paper from com- puted coordinates to a scale of four hundred feet to the inch . Much of the sketching is done ...
Sayfa 80
... marks . We consider this ability to check the student's work as vital , as thereby he can be compelled to use correct methods from the start . In addition , so far as it is possible , each survey is closed ; so that the students have an ...
... marks . We consider this ability to check the student's work as vital , as thereby he can be compelled to use correct methods from the start . In addition , so far as it is possible , each survey is closed ; so that the students have an ...
Sayfa 133
... marks the beginning of that educational technical movement of which we are now a part . During the last decade advancement has been phenomenal and the de- mand for technical education never was so great as at the present time . Never ...
... marks the beginning of that educational technical movement of which we are now a part . During the last decade advancement has been phenomenal and the de- mand for technical education never was so great as at the present time . Never ...
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agricultural analytical geometry Applied assigned Assistant Professor calculus cement Civil Engineering class-room committee compression course Curve and Line DEAN TURNEAURE dents descriptive geometry diagram discussion drawing elastic limit Electrical Engineering elongation engi engineering schools examinations experience extensometer field Final Location Curve FRANK ALLEN geometry give given graduates inch Institute instruction instructor interest junior large number LEVELING PROFILE LEVELING Line Stakes machine MANSFIELD MERRIMAN MARBURG mathematics maximum load measured Mechanical Engineering ment method mining engineering mining schools modulus of elasticity neering obtained paper practice present President principles Professor of Civil Professor of Electrical Professor of Mechanical PROFILE LEVELING PROFILE Purdue University quiz railroad recitation secant method Society specimen steel straight line strength surveying taught teacher teaching technical schools testing engineer tion University of Wisconsin WALDO week Wye Turnouts Frogs
Popüler pasajlar
Sayfa 281 - Ibs. 7 days (1 day in moist air, 6 days in water) 500 ' ' 28 days (1 day in moist air, 27 days in water) 600 ' ' ONE PART CEMENT, THREE PARTS STANDARD OTTAWA SAND.
Sayfa 281 - These pats, to satisfactorily pass the requirements, shall remain firm and hard and show no signs of distortion, checking, cracking, or disintegrating.
Sayfa 281 - F. as practicable, and observed at intervals for at least 28 days. (c) A third pat is exposed in any convenient way in an atmosphere of steam, above boiling water, in a loosely closed vessel for five hours. 23. These pats, to satisfactorily pass the requirements, shall remain firm and hard, and show no signs of distortion, checking, cracking, or disintegrating.
Sayfa 274 - Texas, when tested in the gas producer and gas engine, have shown unexpectedly high power-producing qualities, such as promise large future developments in those and other States. (5) Some of the American coals, and the "slack" produced in mining these coals, can be briquetted on a commercial basis.
Sayfa 281 - Pats of neat cement about three inches in diameter, one-half inch thick at the center, and tapering to a thin edge, shall be kept in moist air for a period of twenty-four hours.
Sayfa xl - The Proceedings of the Society, and such papers or abstracts as may be approved by the Council, shall be published as soon as possible after each annual meeting. 9. AMENDMENTS. — This Constitution may be amended by a two-thirds...
Sayfa 273 - The members of the special committees on concrete and reinforced concrete of the American Society of Civil Engineers, the American Society for Testing Materials, the American Railway Engineering and Maintenance of Way Association, and the Association of American Portland Cement Manufacturers met at Atlantic City, NJ, on June 17, 1904.
Sayfa 275 - ... president or some other representative of each society be appointed to serve on the national advisory board for the investigation of fuels and structural materials. . In response to this invitation a meeting was held in Washington, DC, June 3, 1905, in the office of the Director of the United States Geological Survey. Later the personnel of this board was slightly changed, and in March, 1906, the members received direct appointments from President Theodore Roosevelt.
Sayfa 205 - experimenters are born, not made." He should keep constantly in mind the end to which his experiments tend, and understand clearly the effect of every step in the progress of his tests, and its influence on the final result. Above all, he should be a thinker. No man who, when a problem is presented to him, simply searches his memory for whatever he may have learned in the schools, or have perchance picked up in his reading, which bears on his problem, has any especial call to be a testing engineer....
Sayfa 281 - SCREEN). A. Proportions and conditions. — Proportions to be stated by weight and volume. The unit of volume for cement is 100 pounds per cubic foot. The typical Portland cement is to be prepared by thoroughly mixing a number of brands, each of which must meet the following requirements: Specific gravity, not less than 3.10. Fineness, residue not more than 8 per cent on No. 100 nor 25 per cent on No. 200 sieve. Time of setting: Initial set, not less than 30 minutes; hard set, not less than 1 hour...