The Civil Engineers Pocket-book |
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Thanks google, for your sterling efforts to digitize one of the most important books on Engineering Fundamentals, googles lack of professionalism regarding the practically unreadable print out files, and pre-school quality "view in plain text" print out files should keep me busy decyphering the gibberish thereby reinforcing my memorization of said Public Domain Property, and a chance to exercize my "erase garbage from subliminal recordings" abilities.
Off the cuff, I wonder if discussing Mathimatical Principles with a Master
of Engineering Fundamentals over several pitchers of beer at a local Irish Pub
might be a more proficient way to comprehend principles that have taken the Human Species Thousands of years to perfect.
Is it any wonder why the United States is now ranked at the bottom of all industrialized Nations of Earth in the area of intellictual prowess, and education?
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Other editions - View all
Common terms and phrases
arch axis beam body bolted bottom bridge cent center of gravity center of pressure chord CM CM CM coeff compression compression members cub ft cub yds cubic foot cubic yard curve cylinder deflection depth diam diameter dist distance draw earth elastic limit engine equal feet flanges foot force fric friction frog frustum given GO GO head Hence horizontal hour influence diagram iron joint lbs per sq length live load load masonry means measure meter mile miles per hour mult parallel parallelogram piles pipe plane plate pounds pres pressure radius rail reqd resistance rivets screw shear side sine slide slope span specific gravity sq inch square steel stone stress surf surface tension thickness timbers triangle truss velocity vert vertical wall weight wheel width
Popular passages
Page 427 - Yes, or a bit of poetry even. The first thing that occurs." Edith said: And yet no force, however great, Can stretch a cord, however fine, Into a horizontal line That shall be absolutely straight.
Page 746 - Single angles subject to direct tension must be connected by both legs, or the section of one leg only will be considered as effective.
Page 888 - And on and after July first, eighteen hundred and ninety-three, the same and no other shall be used in determining duties and taxes levied by the United States of America on sheet and plate iron and steel.
Page 265 - Time, which is perfectly equable in its increase, is measured by the motion of this mean sun. The clocks in ordinary use and the chronometers used by navigators are regulated to mean solar time. True, or Apparent Solar Time is measured by the motion of the real sun. The difference between apparent and mean time is called the Equation of Time.
Page 871 - For the purposes of this specification the yield point shall be determined by the careful observation of the drop of the beam or halt in the gage of the testing machine: Sample for chemical analysis.
Page 888 - July first, eighteen hundred and ninety-three, the same and no other shall be used in determining duties and taxes levied by the United States of America on sheet and plate iron and steel. But this act shall not be construed to increase duties upon any articles which may be imported. Sec. 2.
Page 713 - If the live load and dead load stresses are of opposite sign, only 70 per cent of the dead load stress shall be considered as effective in counteracting the live load stress.
Page 216 - Fahrenheit-s thermometer at 62°. The length of such a pendulum is supposed to be divided into 39.1393 equal parts called inches, and 36 of these inches were adopted as the standard yard of both countries.
Page 489 - A continuous beam is one which rests upon more than two supports. • In this Course, the continuous beam will not be discussed, as the subject requires a knowledge of higher mathematics.
Page 334 - The acceleration is directly proportional to the force and inversely proportional to the mass of the body.
Bibliographic information
| Title | The Civil Engineers Pocket-book |
| Author | John Cresson Trautwine |
| Edition | 3 |
| Publisher | J.Wiley & sons, 1906 |
| Original from | the University of California |
| Digitized | Dec 6, 2007 |
| Length | 1079 pages |
| Export Citation | BiBTeX EndNote RefMan |