<^SlAT10MARr ENGINEERS "»t‘ -- i?.' feao.? t^>! National Association of Stationary Engineers. parr\^ Questions and Answers 1897-1898 Educational Competition. Question 1. How much heat is pro- duced by the complete combustion ol’ — (a) one pound of anthracite coal, (b) one pound of bituminous coal— of average quality? Express answer in heat units and also in foot pounds. Name kind of coal. Ans. 1 KIND OF COAL. PENNSYI.VANIA anthracite. Beaver Meadow Peach M. Connellsville. . . Lehigh Pittsburgh, Average Lackawanna Pennsylvania Buckwheat. Honeybrook Lehigh ...... Massachusetts Anthracite , BITUMINOUS, SEMI-BITUMINOUS, ETC. New River Indiana Block Kentucky Coking Pittsburg Coking Youghiogheny Pocahontas, run of mine Cumberland . . . Pennsylvania, semi -bituminous Rock Spring, Wyoming Bureau Co., Til Hocking, slack Jackson (nut and slack) Bellmore Pea Big Muddy, Jackson Co., Ill Bituminous— 1896 tests— heat value for ten mines scattered over Eastern and Southern Ohio, (data furnished by Akron, Ohio, No. 28) Wood (assumed as .4 of coal used) Lignite Crude Petroleum Heat Value 12,000 to 14,900 Average 13,916 14,098 13,551 13,800 13,104 14,500 12,200 15,200 14,000 14.000 14,400 14,400 14,265 14,289^ 13,614 13,368 13.000 13,025 11,083* 12,139* 12,240* 12,600 13,100 10,300 19,200 *1897 (See Explanation, page 21.) Theoretical Evap- O (It 0 T3 u- ^ 0 f-i 1/5 oration ^ p from and at 212° 2 0^ 0 C J- o m S0% > >.h W.O' ■V tJ u A 7.45 9.93 9.245 12 32 10.07 70 8.63 11.51 8.74 11.52 8.4 11.21 8.56 11.42 11.17 78 8.13 10.84 9. 12. 11.13 74 7.57 10.09 10.75 9.44 12.59 8.7 11.6 8.7 11.6 8.94 11 93 8.94 11.93 8.87 11.82 8.87 11.82 11.53 78 8.46 11.27 8.74 62 8.30 11.07 8.07 10.76 8.07 10.76 6.88 9.18 7.78 68 7.54 10.05 8.25 66 7.60 10.13 8.98 71 7.83 10.43 1 8.14 10.85 3.48 4.68 6.40 8.50 11.93 15.90 Q. 2. How much heat will be pro- duced by the incomplete combustion of one pound of coal of the kind assumed in 9. V (a)? Ans. 2. Assuming 90 % carbon, the heat produced will be 4,400X.90 = 3,- 960. Q. 3. What are the products of combusition under the conditions of Q. 1 (a) and what are their approximate proportions? Ans. 3. Carbonic acid gas (CO.), al- so called carbon dioxide, a colorless gas consisting of 3/11 carbon and 8/11 oxygen by weight; formed by the un- ion of the oxygen of the air with the carbon of the coal and having the same volume as the oxygen from which it was formed: — steam (HoO) a colorless gas formed by the union of the oxygen of the air with the free hydrogen of the coal; 'consisting of one part by weight of hydrogen and eight parts of oxygen. The proportion of steam in the chimney gases is usually negligibly small. Q. 4. What are the products of combustion under the conditions of Q, 2, and what are their approximate proportions? Ans. 4. Carbon monoxide (CO), a colorless gas consisting of 3/7 carbon and 4/7 oxygen by weight, formed by the union of the oxygen of the air with the carbon of the coal, and having twice the volume of the oxygen from which it was formed. Q. 5. What gas in large proportions in the chimney gases indicates that an insufficient quantity of air is be- ing supplied to thie whole or a part of the fuel? Ans. 5. Carbon monoxide (CO). Q. 6. What gas in large proportions in the chimney gases indicates that too much air is being supplied to the furnace? What proportion of this gas is allowable in good practice, with nat- ural draft? Ans. 6. Oxygen (O,). About 10 % by volume. Q. 7. What would be the weight of chimney gases per pound of coal burnt, in good practice, with natural draft? Ans. 7. About 25 lbs. Q. 8. What is the approximate spe- cific heat of chimney gases? What do you mean by this answer? Ans. 8. Twenty- four one h u n- dredths (.24). Each pound of the chim- ney gases raised 1° F. in temperature, absorbs twenty-four one hundredths (.24) of a unit of heat. Q. 9. With the facilities of the average engine and boiler-room how can the temperature of the chimney gases be approximately determined? Ans. 9. (1) By a thermometer, prop- erly protected, placed in the chimney gases. (2) By exposing a certain weight of iron to the gases until it acquires their temperature and then estimating the temperature of the iron (see answers to last year’s questions). (3) By the melting point of alloys or metals exposed to the gases. Q. 10. What proportion of the heat produced by the burning of the coal should go to the formation of steam, in good practice and with a good boil- er plant? Ans. 10. From 60 % to 80 % (.60 to .80). Q. 11. How can the amount of heat produced by the furnace be approxi- mately estimated and how can the pro- portion of said heat that goes to the production of steam be approximately estimated? Ans. 11. By multiplying the heat value of the coal used by the number of pounds of the same burned. By multiplying the number of pounds of water evaporated by the heat re- quired to evaporate one pound. The evaporation is usually reduced to an equivalent evaporation from and at 212°, and then multiplied by 966, the number of heat units required to change one pound of water at 212° to one pound of steam at the same tem- perature. — See answers to last year’s questions. Q. 12. Wihat would be the weight of the chimney gases per pound of coal burnt, in good practice, with a forced draft? Ans. 12. About 19 lbs. Q. 13. What substance is used — (a) For the absorption of carbonic 2 acid gas (COJ from a mixture of gases; (b) For the absorption of free oxy- gen (O) froim a mixture of gases? Ans. 13. (a) A solution of caustic potash (commercial) in water from the^ hydrant. Proportions about 1 lb. of potash to 2 lbs. of water. Caustic soda may also be used. (b) A solution of pyrogallic acid (pyrogallol) in water mixed with the above solution of caustic potash. Prof. Thurston used 5 % pyrogallic acid. Phosphorus may also be used. Q. 14. Describe a cheap and simple apparatus by which the proportions, by volume, of carbonic acid gas (CO 2 ) and of free oxygen (0) in the chimney gases may be determined. Describe method of use. Ans. 14. Ga. No. 1 sends the follow- ing description: “Fill a graduated test-tube with chimney gases. Close the mouth, in- vert the tube and put the mouth un- der water. Arrange the tube so that the level of the water inside and out is the same. Now introduce a piece ot caustic potash fastened to the end of a wire; allow it to stand about 45 mins.; withdraw the potash. It will be found that the volume (of the gas) has diminished, which represents the per cent of CO 2 in gases. Rearrange the tube so the water level is the same inside and out; introduce a piece of phosphorus and allow to stand 24 hours. Withdraw the phosphorus, it will be found the volume has again diminished, which represents the per- cent of oxygen.” The device which your committee has constructed and used is described and illustrated in a separate chapter. Q. 15. Assuming that a sufficient amount of air is supplied to the fuel and that the percent by volume of carbonic acid (CO 2 ) and of free oxygen (0) in the chimney gases is known, how can the weight of the chimney gases per pound of coal be approxi- mately determined? Ans. 15. Add the percent by volume of carbonic acid (CO 2 ) to the percent by volume of oxygen (O 2 ) ; divide this result by the percent, by volume, of carbonic acid and multiply the quo- tient by the constant number ten and one-half (10.5). (2d) Divide the constant number two hundred and ten (210) by the number indicating the percent by volume of the carbonic acid (CO 2 ). We remark that the above rules are for finding the weight of gases per pound of coal, and not per pound of carbon, or combustible, in the coal. It is therefore necessary to assume an arbitrary constant which will give the average value. For the combustible, the above constants would be about 12 and 240; for a particularly good coal they would be about 11 and 220. Q. 16. Knowing the percent by vol- ume of carbonic acid gas (CO 2 ) and of free oxygen (O) in the chimney gases, how can the percent by volume of carbon monoxide (CO) be calculated, neglecting water vapor and hydro- carbons? Ans. 16. Add the percent by vol- ume, of carbonic acid (CO 2 ) and of oxy- gen (O 2 ), multiply the result by five, subtract the product from 100 and di- vide the remainder by 3. Q. 17. If coal, having a heat value of 14,000 units per lb. is used, the feed- water is at 100 degrees, the pressure is 70 lbs. gage, it is found that 30 lbs. of water is evaporated by 4 lbs. of coal burned: — What percent of the heat produced by the combustion of the fuel is used in making steam? Ans. 17. The heat produced by the coal should be 14,000X4=56,000. The factor of evaporation for feed- water at 100° and pressure 70 lbs. is 1.149. Therefore the equivalent evap- oration from and at 212° is 30X1.149 which is 34.47, 34.47X966=33,298. which is the number of heat units used in making steam. Therefore the per- cent of the heat used in making steam is 33,298^56,000=59.46. Q. 18. If under the conditions of Q. 17 it were found that the temperature of the chimney gases was 450° F. above the air in the boiler room, and that 40 lbs. of air was being supplied per pound of coal burned, what percent of the heat produced by the combustion of the coal would be going out of the chimney with the gases? Ans. 18. If 40 lbs. of air was sup- plied per pound of coal the weight of the chimney gases would be about 41 lbs. per pound of coal; the heat car- ried up the chimney by this would be 3 about 41 X 450 X. 24=4, 428, and the per- cent is 4,428-^14,000=31.6, about. Q. 19. What is the relative approx- imate permeability to heat of clean boiler plate, %" thick, and the same plate covered with Ys" of hard sul- phate scale? Ans. 19. From two to one (2 to 1), to two to one and a half (2 to 1.5). Q. 20. How is the condition of tue boiler indicated by a change in the temperature of the chimney gases, and why? Ans. 20. A rise in the temperature of the chimney gases would indicate a dirty boiler, as scale on the inside or soot on the outside would reduce the conductivity of the metal and a greater quantity of heat would pass out with the gases. The Engine — Its Consumption of Steam. Q. 21. A horizontal boiler is 18 ft. long, 72" diameter, pressure 70 lbs. gage. The lower end of a twelve inch water glass is 48" from the lowest point of the boiler. At 9 a. m. the water is 4" below the upper end of the glass, the feed is then stopped. At 9:45 a. m. the water is 5" from the lower end of the glass. How many pounds of steam is the boiler supply- ing per hour? Ans. 21. The water has fallen 3" or one-quarter of a foot. The average width of the surface while falling, mul- tiplied by the length of the boiler, 18 ft., and by the distance through which the level has fallen gives the volum’e of the water used. This expressed in cubic feet and multiplied by 56.8 the weight of water at the temperature corresponding to 70 lbs. gage (316°) will give the weight of water evapor- ated in the given time — three-quarters of an hour. This result divided by .75 will give the weight of water per hour that the boiler is evaporating. To find the average width of the sur- face one might take the width at the higher and at the lower levels, add the two together and divide by 2. The width of the surface (a d Fig. 1) at the higher level may be found by subtracting the square of its hight (b c) above the center of the boiler from the square of the rauius (36") extracting the square root of the re- sult, and multiplying by 2. Thus: — Radius equals 36", square of radius equals 1296. Hight from center of boiler 20", square of hight 400; 1296 — 400=896. The square root of 896 is 29.933 and twice this is 59.866 which is the width of the surface at the higher level. The Width of the surface at the lower level may be found in the same way to be 63.46; 59.866-f-63.46^2= 61.66", or about 5.14 ft. as the average width. It would perhaps be better to draw a diagram like Fig. 1 to as large a scale as practicable, say one-half, then draw . a line f g half way between the lines a d and h e, which indicate the higher and lower levels. Then carefully meas- ure the line g f. With the scale sug- gested, the line will be found to be about 30 13/16 long, which multiplied by two, because of the reduced scale, will give about 61.63". This illustrates the simplicity and practical accuracy of graphical methods of calculation. Taking the average width as 5.14 ft., the length as 18 ft. and depth as .25 ft. the volume of the water evaporaced would be 5. 14 X 18 X. 25=23. 13 cubic feet, and its weight is 23.13X56.8= about 1313 lbs. This multiplied by 4 and di- vided by 3 gives about 1751 lbs. of water per hour. Q. 22. What is a calorimeter, how constructed, and for what purpose used? 4 Ans. 22. The 'calorimeter is, as its name implies, an apparatus for meas- uring heat, in stauonaiy engineering there are two kinds of calorimeters; one for the purpose of ascertaining tJie amount of moiature in steam, the other for ascertaining the heat value of coal. A type of the hrst kind is tiie barrel calorimeter. This consists essentially of a barrel of. water with a steam pipe leading into it. The sieam to be tested is allowed to run into and be con- densed in the water. A comparison of the increase in weight and in temper- ature of the water will show the per- centage of water carried in with the steam. The second form consists essentially of one vessel placed within another. The outer vessel contains water. A small portion of tne coal to be tested is placed in the inner vessel whicff is supplied with oxygen gas. .The coal is rapidly and completely burned in this gas and the amount of heat gen- erated by its combustion is measured by the rise in temperature of the water. Q. 23. What is the average weight of steam per horse power per hour consumed by^ (a) Automatic cut-off single cylinder non-condensing engines of about 100 HP. (b) Double expansion condensing en- gines of about 500 HP, in good prac- tice? Ans. 23. (a) About 25 to 30. (b) About 12 to 15. Q. 24. A single cylinder condensing engine has a terminal pressure of one atmosphere absolute; the work re- quired of it is gradually increased; after a time it is found that the ter- minal pressure is three atmospheres absolute — what alteration of the engine would you recommend to better adapt it to its work? Ans. 24. Compound the engine by adding a low pressure cylinder. Q. 25. The gage pressure being 120 pounds, the feed water 110° and the en- gine using 15 lbs. of steam per horse- power-ihour, what part of the heat that went to the making of steam is trans- formed into useful work by the en- gine? What percent is this of tne heat generated in the furnace, the efl3.ciency of the furnace and boiler being .70? Ans. 25. (a) The total heat in steam above 32° due to 120 lbs. gage pressure is 1188 H.U. and the heat already in the water is 110 — 32=78 H.U. Then the heat required to change 1 lb. water at 110° into steam at 120 lbs, gage pres- sure is 1188—78=1110 H.U. The en- gine in question uses 15 lbs. of steam per horsepower which is equal to 15 X 1110=16,650 H.U. As 1,980,000 is equal to one horsepower per hour, and 1 H.U. equals 778 ft. lbs. of work, 1,980,000 =2,545 778 the H.U. changed into work per HP per hour. Then the per cent of heat that went to make steam and was changed into work by the engine is X 100=15.22%. 16650 (b) If the furnace and boiler has an efficiency of 70% and the boiler uses 16,650 H.U., for 15 lbs. of steam, the heat of the furnace would have to pro- duce for each 15 lbs. of steam 16,650 =23,785.7 H.U. .70 and the per 'cent of this heat that went to do useful work is 2545 X 100=10.7. 23,785.7 Q. 26. What is meant by the “vis- cosity” of oil? How can the relative viscosities of two specimens be con- veniently determined and to what ex- tent is it a criterion of the value of the oil? Ans. 26. Viscosity is the friction of the particles upon each other. The relative viscosity of two specimens of oil may be approximately determined by filling a small vessel with the oils, one after the other, allowing them to run out through small orifices and not- ing the time required to discharge equal quantities. The specimen taking the longer time to run out is propor- tionately more viscous. The viscosity is often taken as an index of the value of the oil for heavy work. Q. 27. What is the rule for finding the number of foot-pounds of work necessary to change the velocity of a 5 body of known weight from one value to another? Ans. 27. Subtract the square of the lesser velocity from the square of the greater velocity, and multiply the remainder by the weight. Divide that product by 64.4 and the result will be the required number of foot-pounds. Velocities are taken in feet per sec- ond, and weight in pounds. This is expressed algebraically as follows: W(V^— E= 64.4 in which W=weight in pounds, Vi the less and V the greater velocity in feet per second, E=:energy in foot pounds (work). Q. 28. An engine has a twelve (12") inch stroke. Its connecting rod is three (3) feet long. It is running at six hun- dred (600) revolutions per minute. The weight of its piston, piston-rod, and cross-head is 250 lbs. Draw to scale a diagram such that horizontal distances shall represent piston-positions and vertical distances, piston-velocities at the respective positions, neglecting the angularity of the connecting-rod. Ans. 28. Lay off horizontally, to a convenient scale, the larger the better, a line A, C, Fig. 2, to represent the pin, and the vertical lines at other points of the stroke velocities propor- tional to their lengths. Q. 29. In the engine of Q. 28 what is the approximate velocities of the piston at positions one and one-half (1.5") and two (2") inches from the commencement of its stroke? Explain how you find this by the diagram of Ans. 28. Ans. 29. In Fig. 2, tne scale is to the inch. The radius of the semi- circle is therefore 1.5". The vertical line b, b, at the point which represents a position 1.5" from the commencement of the stroke, is .992" long. The veloc- ity, therefore, at this point is found by the proportion 1.5 : .992 : : 31.4 : an- swer. By multiplying 31.4 by .992 and dividing by 1.5 we find the velocity at this point to be 20.77 ft. per second. The vertical line, c, c, at the position corresponding to 2" from the com- mencement of the stroke is 1.118" long. Calculating as above the proportion would be 1.5 : 1.118 : : 31.5 : 23.4. Therefore the velocity at 2" from the commencement of the stroke is 23.4 ft. per second. Q. 30. With the engine of Q. 28 what is the approximate average force stroke of the piston. Draw upon this line a semi-circle A, B, C. Then will points upon the horizontal line rep- resent piston positions and the verti- cal distances above said points to the semi-circle will represent piston veloci- ties at the corresponding positions of the piston. The radius B, D, of the semi-circle represents the velocity of the crank- due to the inertia of the piston, piston- rod, and cross-head, while the piston is passing from a position one and one- half (1.5") to a position two (2") inches from the commencement of its stroke? Solve by the use of the rule of Ans. 27 and the diagram of Ans. 28, and explain fully the method of calcu- lation. Ans. 30. The weight of the parts is 250 lbs. The velocity at 1.5" is 20.77 ft. per second. The velocity at 2" is 23.4 ft. per second. Therefore, accord- ing to the rule of Ans. 27, the work done upon the parts to change their ve- locity from one value to the other is 250X[(23.4)-— (20.77)=^]-^ by 64.4, tkat is 250X (547.56 — 431.4) 64.4 = 250 X 116.16-^64.4=541 foot-pounds of work done upon the reciprocating parts to increase their velocity in i/^" travel. Now this work divided by the distance will give the average force exerted. Thus 451 foot-pounds of work divided by one twenty- fourth of a foot equals 10,824 lbs. as the average force due to inertia. The change of angularity of the connecting rod may be taken into ac- count by multiplying the result by one plus the ratio between the crank and connecting rod, that is, in this in- stance, by one and one-sixth. If The calculation had been made on the lat- ter half of the stroke, the correction would have been made by multiplying by unity, minus the ratio of the crank to the connecting rod; in this instance by 7/6. Q. 31. What is the rule for obtain- ing the centrifugal force of a given weight, moving in a circle of a given radius, with a given velocity? Ans. 31. The formula for centrifu- gal force is MV^ , 32.2 R in which R is expressed in feet and fractions thereof. Multiply the weight by the square of the velocity and divide the product by 32.2 times the radius. The radius is to be taken in feet, velocities in feet- per-second, and weight in pounds. Q. 32. For the engine of Q. 28 draw a diagram to scale, by help of the rule of Ans. 31, such that horizontal dis- tances shall represent piston-positions, and vertical distances the force exerted by the inertia of the piston, piston-rod, and cross-head, at each piston-position. Ans. 32. Lay off as before a hori- zontal line a, b. Fig. 3, to represent the stroke. Imagine that the total weight of the parts is upon the crank pin and calculate what the centrifugal force would be. Lay off a line a, c, propor- tional to this force, vertically down- ward from the end of the line a, b, which represents the commencement of the stroke. Lay off a line b, d, ver- tically upward from the other end of the line a, b, and connect the points c, and d, by a straight line. Then will points in the line a, b, represent piston positions and the vertical distances from said points to the line c, d, will represent the force of inertia at the corresponding points in the stroke. Distances downward from the line a, b, represent pulls on the connecting rod; distances upward, pressures upon the same. The above diagram neglects the effect of the change in angularity of the connecting rod. This may easily be taken account of, however. If to the line a, c, you add the proportion of its length equal to the ratio of the crank, to the connecting rod, in this case 1/6, and subtract the same amount from the line a, d, and then draw the regu- lar curve e, f, g, through the points thus found and through the center of 7 the line a, b. Then vertical distances to the line e, f, g, will represent, to the scale chosen, the force of inertia at every point of the stroke. The application of the forces of in- ertia to cause the proper action of an engine was first worked by a practical man having little or no book learning. The theory and method of measuring and estimating such forces has since been so simplified that a child may un- derstand it, if he will try. Ans. 34. As the steam is shut off we only have to deal with the forces of inertia. By referring to the diagram Fig. 3, we find that the force at this point, 1" from the commencement of the stroke, is 14,000 lbs. Now draw a line a, b. Fig. 4, to represent tiie po- sition of the connecting rod. Let the line a, b, represent, by its length, 14,000 lbs., which is the tension upon the rod. Complete the rectangular parallelo- gram a, b, c, d, then will the line a, c. Q. 33. What is the principle of the parallelogram of forces? Ans. 33. If two forces are repre- sented in intensity and direction by two lines, the resultant of said forces will be represented in intensity and di- rection by the diagonal of a parallelo- gram of which the lines representing the first two forces are the sides. If the resultant of two forces is repre- sented by a line, the forces themselves will be represented by the adjacent sides of a parallelogram formed with the first mentioned line as a diagonal. The formula for the stored work in a moving body, which is called the fundamentaj formula of mechanics, and the formula for obtaining the cen- trifugal force of a body should be re- membered. The ’ similarity between these two formulae will help to fix them in the memory. The formula for stored force is WV^ =foot lbs. 64.4 The formula for centrifugal force is: 32.2 R =lbs. WV'’ Q. 34. In the engine of Q. 28, if the steam is suddenly shut off while the engine is running at full speed and running over, what force would be necessary to keep the cross-head from pressing against the upper guide when the piston is one inch from the com- mencement of its forward stroke? Ex- p’ain method of calculation. represent by its length the up- ward effect of the tension upon the connecting rod. Thus the length of the line a, b, in the figure is 6", the length of the line a, c, is .5527". Therefore, 6 : .5527 : : 14,000 : 1,289. Therefore it would be necessary to exert a downward force of 1,289 lbs. to keep the cross-head from pressjng upon the upper guide at this point. Q. 85: If the engine of Q. 28 has a cylinder 10" internal diameter and is running with a gage pressure of 70 lbs., what is the greatest strain brought upon the connecting rod? The weight and angularity of the connecting-rod, lead, back-pressure and compression being neglected. Ans. 35. We have the force of In- ertia and the steam pressure to take into account. By referring to Fig. 3 we find that there is at the commence- ment of the stroke a tension of about 18,000 lbs, on the connecting rod due to the inertia of the parts; but the ac- tion of the steam is to produce a com- pression upon the connecting rod. That* is, at the commencement of the stroke the steam pressure acts in the oppo- site direction to the force of inertia. Therefore the strain upon the connect- ing rod at the commencement of the stroke is 18,000 — 70X78.54 (area of the 10" piston) —18,000—5498=12,502 lbs. tension upon the connecting rod. At the end of the stroke the force of in- ertia is 15,310 — 2552=12,758 — a force of compression; to this should be added the final pressure of the steam upon 8 the piston, If any. Therefore, the great- est strain brought upon the connecting rod is equal to about 12,758 lbs. and steam pressure, if any, and is a force of compression at the end of the stroke. Q. 36. Draw, to scale, a diagram of the engine of Q. 28 that shall show the distances traveled by the piston at each angular position of the crank. Ans. 36. With the compass set to a radius equal (to a convenient scale) to the connecting rod, draw the circle b. adopted, and when the crank is in the position a, f, then d, f, is the travel of the piston from the commencement of the stroke. If the diagram of Ans. 36 is drawn around the same center as the Zeuner valve diagram, both the valve and pis- ton travel will be shown for each an- gular position of the crank, by the same diagram. Q. 37. What per cent of the steam is condensed by the cylinder walls in C c, d, i, 1, Fig. 5. Upon the same disftn- eter with the compass set to a radius equal to the length of the connecting rod plus the length of the crank, draw a circle b, e, f, h, k, touching the first circle at b. Draw radial lines a e, a f, a h, from the center a, to the larger circle. Then will the portion of said lines between the two circles be equal to the travel of the piston at the cor- responding angular position of the crank. Thus, when the crank is in the position a, e, the travel of the piston is equal to c, e, measured by the scale simple non-'condensing, fast running engines, without steam jackets, of from 50 to 100 HP. Ans. 37. From 25 to 50 percent. The object of Q. No. 37 is to call attention to the great importance of cylinder condensation. The quantity of steam condensed being much too great to be accounted for by radiation from the outside of the cylinder, and only to be accounted for upon the sup- position that much of the heat goes to re-evaporating the condensed steam. 9 Q. 38. What is the greatest hight to which a pump may draw water that is at a temperature of 191° F.? Ans. 38. The pressure of the atmos- phere is about 14.7 lbs. per square inch. The pressure of steam at 190° is about 9.5 lbs. per square inch. There could never be a vacuum less than the pres- sure of the steam. So that the pres- sure possibly available to raise the water is 14.7 — 9. 5=5. 2 lbs. per square inch. This corresponds to 5.2 =12 ft. .434 nearly. (See No. 28 of last year’s questions.) Q. 39. What effect will the required velocity of the water in the inlet pipe to the pump have on tlie hight to which the water may be raised, neg- lecting the friction of the water on the pipe? Ans. 39. It will lessen the hight by an amount equal to the “head” re- quired to give it the velocity. This head would be about equal to the square of the velocity (in feet per sec- ond), divided by 64. y2 h=— f- 64. A number have answered No. 39 by saying that the velocity of the water in the inlet pipe would have practically no effect upon the hight to which the water could be drawn. This is no doubt so if the velocity of the water is small and regular. Nevertheless we believe that very often when a pump fails to take water for its entire stroke the reason is to be found in the inertia of the water entering the inlet pipe. [Air in water and the vapor of water produced by the vac- uum, as well as slip of valves, all tend to prevent the cylinder from filling. — Ed.] Q. 40. What is meant by the flash- ing point of an oil? How may the flash- ing point of a sample be determined? Ans. 40. The flashing point is that temperature of the oil at which , it gives off vapor at a sufficiently high rate to form an inflammable mixture with the air above it. The point may be determined by gradually raising the temperature of the oil and occasionally passing a flame above it. The temperature at which the vapor takes Are is the flashing-point. Q. 41. Does the fly-wheel increase the power of the engine? Ans. 41. If regulates but does not increase the power. Strength of Materials. Q. 42. Give three ways of calculat- ing the area of the end of the boiler above the tubes, which is supported by braces? Ans. 42. Taking the segment as less than a half circle and of the size that it is usually necessary to brace on the end of a boiler: first method. Take one-half the area of the entire circle of which the ' segment is a part. Call this result No. 1. Multiply the diameter of said circle by the hight of the base of the segment above the cen- ter of the circle. Call this result No. 2. Subtract result No. 2 from result No. 1 and the remainder is the area of the segment very nearly. The re- sult is a little too small. SECOND method. Subtract twice the distance from the base of the segment to the center of the circle, from half the circumference of the circle and multiply this result by one-half the radius of the circle. Call this result No. 1. Multiply the radius of the circle by the hight of the base of the segment above the center. Call this result No. 2. Subtract re- sult No. 2 from result No. 1 and the remainder is the area of the segment very nearly. The result is a little too small. THIRD method. Draw the segment to as large a scale as convenient and measure its area by the planimeter. Inasmuch as two or more methods of solving a problem are sometimes useful as a check upon each other, and as some will prefer to use one way and some another, the graphical meth- ods of solving the segment problem might be entertaining and useful. We believe that these methods as given are sufficiently accurate for practical purposes. The second method is quite accurate if one-half the base of the segment is taken instead of the radius of the circle, in calculating the trian- gular area. 10 AN EXAMPI.R. The circle is 53" in diameter. The hight of the base of the segment above the center of the circle is 7.5". (See Fig. 6.) First Method: — Tlie area of the cir- cle, a, b, c, f, 53" diameter, is 2206.18 sq. ins. The area of the semi-circle, g, b, h, is one-half of 2206.18 or 1103.09 sq. ins. Which is result No. 1. If you multiply the diameter g h, equal 53", by the hight, e d, equal 7.5", you get 397.5 sq. ins., which is a little greater than the area, g, a, c, h. If you take the area, g a c h, from the Fig. 6. area g a b c h, you have left the area of the segment, a, b c e. Therefore 1103.09 — 397.5 equals 705.59 sq. ins., the approximate area of the segment. Second Method: — If you subtract twice the hight e d, from the semi-cir- cumference g a b c h, you have ap- proximately the length of the line a b c. If you multiply the line a b c by one-half the radius, a d, you have the area d a b c. If you multiply the ra- dius by the hight e d, you have ap- proximately (a little large) the area of the triangle dace. If you take the area dace from the area d a b c, you have the area a b 'c e remaining, which is the area of the segment. Referring again to Fig. 6: — The cir- cumference of a circle having a di- ameter of 53" is 166.5". One-half this (the line g b h,) is 83.25". If from this you subtract twice the hight d e, that is twice 7.5" or 15", you have 83.25 — 15=68.25", which is approximately the length of the line a b c. If you multi- ply this by one-half the radius, you have 68.25X13.25=904.31 sq. ins., or the area d a b c. This is result No. 1. If you multiply the hight d e, by the radius of the circle, you have 7.5X26.5 =198.75 sq. ins., which is nearly the area of the triangle a c d. A little large. This is result No. 2. Subtracting result No. 2 from result No. 1 you have 904.31—198.75=705.56 sq. ins., for the area of the segment, which is a little small because the area of the triangle was a little large. By the formula of the answer to last year’s Q. No. 15, and by accurately figuring by the second method, the area will be found to be about 710 sq. ins. Q. 43. If a boiler brace is attached to the shell 4 ft. from the end of the boiler and to the end of the boiler 2 ft. from the shell, what would be the strain upon the brace as compared to an end-to-end brace supporting the same area? Ans. 43. The strain upon the brace attached to the shell would be to the strain upon the end-to-end brace as the length of the first mentioned brace is to the distance of its point of at- tachment to the shell from the end of the boiler. In this instance 1.118. Q. 44. How is the safe torsional strength of a round shaft of machine steel calculated? Ans. 44. The force multiplied by the lever arm at which it acts (the mo- ment) is equal to 12,000 times the cube of the diameter of the shaft. The units are in inches and pounds. Let p = the force in pounds. A = the length of the lever arm in inches. d = diameter of the shaft in inches and fractions thereof. This would be expressed arithmeti- cally as: P = A 12000XdXdXd. Algebraically: PA = 12000d^ For ordinary working, about one- eighth of this value would be taken: PA = 1500d‘\ One will find a variety of answers to question 44, which may weaken his faith in this kind of calculation. Ex- perience in the use of the formula will certainly restore his confidence. The varieties of values given are probably 11 owing to a difference of opinion as to what is safe. Sometimes one only wants a part to last a comparatively short time, and sometimes it does not matter much whether a part breaks or not. In these cases one might wish to allow a greater strain than in other cases. We have used machine parts subject to a strain 75% greater than the largest given. These have stretched, bent, or broken, more or less, sooner or later, however. The modern understanding of the nature of metals is that they will always give way sooner or later un- der repeated strains. When a metal part will break is merely a question of time. The further the strains are below the elastic limit the longer the part will last. It is for this reason that a considerable factor of safety should be taken in most cases. We believe the best statement of the the- ory, and digest of experience, relating to the so-called “Fatigue of Metals” is to be found in Prof. Weyrauch’s book translated by Prof. A. J. DuBois. We think it is published by Wiley. Q. 45. If the rule is taken that a shaft must not twist more than one degree in 10 ft., what is the allowable moment, or torque, for a machine steel shaft in diameter? Ans. 45. For soft steel and wrought iron, the following rule may be taken: The allowable moment is equal to 160 times the fourth power of the di- ameter of the shaft. Inches and pounds are used. This is expressed arithmetically as; IGOXdXd^dXd. Algebraically as: leOd^M. With a ly^!' shaft, the allowable mo- ment under the given conditions is: 160X1.5X1.5X1.5X1.5 = 160 X (1.5)^ = 160X (5.0625)=810 statical inch-pounds. The formula given will be found to correspond very closely with practice. If tempered spring-steel is used the constant 185 should be used instead of 160. If one wishes to know how many degrees a given force upon a lever arm of a given length will spring a shaft 10 ft. long of a given diameter he can calculate it by the following formula: M 160d*. in which D is the angle in degrees, M is the moment (i. e., the force multi- plied by the lever arm), 160 a constant for wrought iron and soft steel, and d, the diameter of the shaft in inches. For other lengths of shaft the angle will be proportional to the length. The utility of the coefficient of elas- ticity referred to in Q. 46 is believed to be that it obviates the necessity of taking into account the length of the particular rod. This is illustrated in Ans. 47. This coefficient is quite con- stant for different specimens of steel, but varies somewhat, especially be- tween hard and soft metal. The First German association. No. 15, of Ohio, find it to be 29,200,000; your commit- tee has found it greater than 30,000,-’* 000 in tempered steel. Q. 46. If it is assumed that the ex- tension of a rod is always proportional to the load, what load would extend a machine steel rod of one square inch cross-section its own length? What is this number called? Ans. 46. About 30,000,000 lbs. This number is called the coefficient or mod- ulus of elasticity. Q. 47. If a machine steel rod is im- movably attached at its ends when it is at a temperature of 100° what will be the strain upon it when it has cooled down to 50° ? Ans. 47. If 1° fall in temperature contracts a rod .0000065 of its length, a fall of 50° would contract it .000325 of its length. If the rod was pre- vented from contracting it would exert a force equal to that which would ex- tend the rod that distance. That is 30,000, 000 X. 000325=9750 lbs. per square inch. Q. 48. What are the different ways in which a riveted joint may give way? Ans. 48. The plate may tear across along the line of least cross-section a b. Fig. 7, (a). 2. The plate and rivet may be crushed, as shown in (b). 3. The plate may break across in front of the rivet, (c). 4. The rivet may shear across, (d). Q. 49. What is the general rule for selecting the diameter of rivets for a given thickness of boiler plate? What 12 should be 'considered in determining the diameter of rivets? Ans. 49. If the rivet holes are to be punched, the punch should have a diameter as great as the thickness ol the plate, otherwise it is liable to be broken. Drilled holes are not made less in diameter than the thickness oi the plate. a 1 1 1 (a) (b) (c) Fig. 7. As the shearing strength of the rivet increases with the square of its diameter, and the crushing strength of the plate in front of the rivet in- creases only as the first power of the diameter, there will evidently soon come a time, as the rivet is increased in diameter, when the shearing strength of the rivet is greater than the crushing strength of the plate. A correctly designed joint should be equally strong in all its parts. The rivets should be close enough together to hold the joint tight. The rule given by Unwin is to make the diameter of the rivet 1.2 times the square root of the thickness of the plate — d=1.2Vt Q. 50. What effect does the length of a tube have on its collapsing strength? Ans. 50. No. 12 of Boston, Mass., says: — “The longer the tube the lower will be its collapsing pressure. First, be- cause a short tube will retain its cir- cular form better than a long one owing to the tendency of the long tube to sag in the middle and get out of shape and, again, the short tube has the advantage of the support of the heads to which it is attached. This support would also be given to the long tubes, but would not have the same effect at the middle of its length. Large flues like those in marine boil- ers are strengthened by rings placed at regular intervals to hold the flue in shape. Another method is to make the flue of short lengths, joining the ends by riveting them to the rings. Another method is to make the flues corrugated. All of which goes to show that a short tube will stand a greater external pressure than a long one.” While the above seems about right to the committee, still it is said that for the purpose of calculating the thickness of the tube, the length be- yond ten or twelve diameters may be neglected. Q. 51. What should be the shape in cross-section of the connecting-rod of a fast running engine? Why? Ans. 51. The cross-section of the connecting rod in fast-running en- gines should be rectangular and great- er in the plane of motion than per- pendicular to said plane. In his paper read before the A. S. M. E. Mr. John H. Barr finds as the average of a large number of engines that the depth is 2.7 times the breadth. The depth is made greater in order to resist the bending action of the inertia of the rod itself. Q. 52. Assuming a factor of safety of 20 how would you determine the di- ameter of a connecting rod having a circular cross-section? Ans. 52. To calculate the diameter of a circular connecting-rod may be used the following: — Rule: — Multiply the maximum pres- sure that may be brought upon the rod, in pounds, by the factor of safety, and extract the fourth root (i. e., the square root of the square root) of this product. Call this result No. 1. Extract the square root of the lengtli of the connecting-rod expressed in inches. Call this result No. 2. Multiply result No. 1 by result No. 2 and divide by 61.75. This will give the maximum diameter of the rod in inches. This rule is expressed algebraically as follows: — ^ "VpfVl d = 61.75 Suppose we take the following data for example— Area of piston 100 sq. 13 ins. Weight of reciprocating parts 250 lbs. Speed 250 turns per minute. Maximum steam pressure 50 lbs. Stroke 1 ft. Connecting-rod 36" long; then the greatest pressure of the steam on the piston would be 100X50 =5000 lbs. The pressure due to in- ertia would be about 250X13Xl3-^16 =2641 lbs. Therefore the maximum pressure to adapt the rod to is 50004- 2641=7641 lbs. Using a factor of safety of 20, we would have, pressure X factor of safety =7641X20=152,820. The square root of 152,820 is about 391, and the square root of 391 is about 19.77. Therefore the fourth root of 152,820 is about 19.77. This is result No. 1. The square root of 36, the length of the connecting-rod, is 6. Six times 19.77 is 118.62, and this divided by 61.75 is 1.92, say a 2" cir- cular connecting-rod. In Mr. Barr’s paper, above referred to, the average factor of safety in slow running engines with circular rods was found to have been 13. In the examples of Ans. 52 and 54, the pressure due to the inertia of the parts is taken into account. In some cases this would be mater ial, in others it would have but little effect. It is in any case easily calculated. Cylindrical, and square, parts, are so common in machine construction that the rules for calculating their strengtii are very useful. Such rules are not intended to give exact results, they are intended to tell us when a part is liable to be overloaded, and when it is safe. For this purpose they are reliable. Q. 53. How are the dimensions of a connecting rod having a rectangular cross-section determined? Ans. 53. The method of securing the ends of the connecting-rod would require that the hight (H) of the cross-section should be twice its breadth (B). The inertia of the rod, its whipping action, would require a still greater relative hight to breadth. Mr. Barr found the minimum H to be 2,2 B, the maximum H, 4 B, and the average H to be 2.7 B. Assuming this average relative value of H, the following may be taken as the Rule for Calculating the Dimensions of a Rectangular Rod. First. Multiply the maximum pres- sure, in pounds, that may be brought upon the connecting-rod, by the factor of safety, and extract the fourth root of the product. That is, get the square root of the square root of this product. Call this result No. 1. Second. Find the square root of the length of the connecting-rod (ex- pressed in inches). Call this result No. 2. Third. Multiply result No. 1 by re- sult No. 2 and divide this product by 127.8. This will give the breadth of the rod in inches. The hight is 2.7 times the breadth. This is expressed algebraically as follows: — ' _ y]^vu ® “ 127.8 In which, as before, F is the factor of safety, P the maximum pressure that may be brought upon the rod, L the length of the rod in inches, 127,8 is a constant. Q. 54. What would be the dimen- sions of a proper connecting rod for the engine of Q. 28 assuming a gage pressure of 70 lbs.? Ans. 54. The pressure due to the inertia of the parts is 12758, the maxi- mum pressure due to the steam would be 78.54X70=5498. Therefore the greatest pressure might be 12758-^5498 =18256. Assuming a factor of safety of 20 the calculation would be as fol- lows: 20X18256=365,120. The square root of 365,120 is about 604 and the square root of 604 is about 24.58. Re- sult No. 1. The length of the con- necting-rod is 36"; the square root of this is 6: 6X24.58=147.48, and this divided by the constant, 127.8, gives 1.154 as the breadth of the connecting- rod; 2.7X1.154=3.1158 for the hight of the cross-section. Q, 55. (a) A round wrought iron rod 3 ft. long and %" diam. is rigidly fastened at one end and extends hori- zontally, what weight will it support at the outer end? (b) What weight can be put on its outer end for safe working under or- dinary conditions of practice? Ans. 55. (a) The greatest weight the rod could be expected to hold may be found by the folowing: — Rule: — Multiply the cube of the di- 14 ameter of the rod (in inches and frac- tions thereof) by the constant num- ber 4900 and divide by the length of the rod in inches. The cube of .75 is .422; .422X4900= 2068, and this divided by 36, the length of the rod, is 57.8, which is the largest weight in pounds that the rod could be expected to hold at its end. (b) The largest weight the rod couid be expected to hold without being per- manently bent, may be found by the following: — Rule: — Multiply the cube of the di- ameter of the rod by 1960 and divide by the length of the rod. This would give about 23 lbs. as the weight that would bend the rod to its limit of elasticity. About half this, or say 12 lbs., would be taken in prac- tice for ordinary constructions. Q. 56. (a)” A wrought iron rod of rectangular cross-sect on 1.5" vertically and %" broad, is rigidly fixed at one end so as to extend horizontally, what weight will it support 4.5 ft. from the fixed end? (b) What weight will it safely carry under ordinary working conditions? Ans. 56. (a) The rule for obtaining the greatest weight the rod could be expected to hold may be taken as : — Multiply the breadth by the square of the hight and this product by the con- stant number 14000, and then divide this last product by the length of the rod. Thus .75X1.5Xl.5X8311-f-54 = 260 lbs., as the greatest weight the rod could be expected to sustain. (b) The weight that will strain the rod to its limit of elasticity may be found by the following: — Rule: — Multiply the breadth of the rod by the square of its hight and this product by 3350 and divide by the length of the rod in inches. In this case the result would be 104 lbs. as the weight that would stretch the rod to the limit of elasticity. About half this last result is taken in practice. This would give 52 lbs. In rods subjected to a bending force (Ans. 55-56) the upper and lower fibers may be overstrained while the rest of the rod is within the allowable stress. In special experiments for the purpose of this article the round rods bent and staid bent when subjected to a force a little greater than given by the first rule. If the force had been continued they would have broken. Probably the rods would have gradually lient in use with a strain much greater than given by the second rule. Q. 57. If the pinion to the elevator should be broken, what data would you send to the factory to secure a wheel to replace it? Give specifica- tions. Ans. 57. Diameter of wheel, di- ameter of shaft, d ametrical pitch, width of face, width and depth of key- way. Q. 58. If a boiler, we ghing, with its contained water, 10 tons is supported by four symmetrically-placed round wrought iron rods, what should be the diameter of the rods? Ans. 58. Each rod would have to support 44 of the entire weight (10 tons) or 5000 lbs. Allowing 10,0^J0 lbs. as the safe working strain per square inch of cross-section each rod would require .5 of a square inch cross-section, which corresponds to a diameter of .8". To allow for the change of tempera- ture and corrosive action to which the rods would be subjected, the rods would probably best be made 1" or 1.125" in diameter. Q. 59. What is the relative strength of wrought and cast iron — (a) When subjected to a crushing force? (b) When subjected to a tensile force ? Ans. 59. (a) Wrought iron is from ^2 to 1/3 as strong as cast iron when subjected to a compressive strain. (b) Wrought iron is from 2 to 3 times as strong as cast iron when sub- jected to a strain in tension. Q. 60. There is a wrought iron bolt %" diam. having ten U. S. standard threads to the inch cut in it. What is its breaking strength? Ans, 60. About 12,000 lbs. Electrical. Q. 61. (a) What is a “volt?” (b) How do you fix its value in your mind for practical purposes? Ans. 61. (a) The volt is the practical unit of electro-motive force, electrical 16 pressure (head) or difference of po- tential. It is equal to 10* absolute, or C.G.S. units. An electro-motive force of one volt will produce a current of one ampere when applied to a con- ductor having a resistance of one ohm. (b) Practically one cell of ordinary battery gives an electro-motive force of one volt. T^atimer Clark’s stand- ard cell gives 1.436 volts under favor- able conditions. The volt is usually conceived as about the E. M. F. of a Daniels cell, or the ordinary voltaic cell. This last is somewhat inaccurate, however, as the different cells have different pres- sures, from between .6 and .7 in the Edison Lalande to nearly two volts in the Grove, Bunsen, Grenet, etc. One association defines the volt as the pressure induced in a conductor [one foot in length] passing through a magnetic field at such a speed as to cut the lines of force at the rate of 100,000,000 lines per second. This is a useful concep- tion in dealing with dynamos, but would seem more real to the writer if “a field capable of an aggregate pull of 225 lbs.” could be substituted for a field of 100,000.000 lines of force. An idea of the strength of 110 volts may be obtained by putting the end of your finger in a lamp socket having this potential. Q. 62. (a) What is an “ohm?” (b) What is the resistance of one hundred feet of No. 19 American gage copper wire? Ans. 62. (a) ' The ohm is the prac- tical unit of electrical resistance. It is equal to 10* absolute, or C.G.S. units of resistance. The legal ohm is the resistance of a column of mercury 1 sq. millimeter in section, and 106 centimeters long, at a temperature of 82° P. We have thought that the ohm was best conceived of, as the resistance of a certain length of a certain sized wire. The writer always thinks of it as the resistance of a certain piece of german silver wire that he has strung on a board between binding-posts for the purpose of estimating the resistance (internal) of voltaic cells, etc. An idea of the resistance of one ohm may be had from the following table, which gives the number of feet and number (B. &. S.) of copper wire hav- ing a resistance of one ohm: Fret Per Ohm oe Wire (B. & S. ). 94 feet of No. 20. 150 “ 18. 239 ii 16. 380