RAILS AND ACCESSORIES THE PENNSYLVANIA STEEL Co. MARYLAND STEEL Co. lillHUIIIll THE PENNSYLVANIA STEEL COMPANY PACIFIC COAST SALES OFFICE H. B. GREEN 15Q5 CHRONICLE BUILDING SALES AGENT WORKS: THE PENNSYLVANIA STEEL COMPANY STEELTON. PA. MARYLAND STEEL COMPANY SPARROWS POINT, MD. SAN FRANCISCO, CAL., Jan. o, ALL AGREEMENTS ARE CONDITIONAL ON THE NON-OCCURRENCE OF STRIKES AND CAUSES OF DELAY BEYOND OUR CONTROL. QUOTATIONS ARE MADE SUBJECT TO CHANGE WITHOUT NOTICE UNLESS OTHERWISE SPECIFIED. Mr. J. C. Rowell, Librarian, University of California, Berkeley, Cal. Dear Sir: In reply to your letter of December 17th, addressed to my Company at Steelton, Pa., I take pleasure in mailing you under separate cover copy of our book entitled "Spirals for Street Eailv/ay Curves", as per your request, also copy of our rail catalogue, which I trust will prove serviceable. Very truly yours, Sales B. t^j* ^ I I 1 ^ I I r FZ3 1 i -* STEEL RAILS W ACCESSORIES Manufactured by THE PENNSYLVANIA STEEL CO., STEELTON, PA. and MARYLAND STEEL CO., SPARROW'S POINT, MD. c-\ *g?>iTf*y S~Z X^^f^^Nv > . | UNIVERSITY I ~ \ OF / 00. ^^UFORN^^ /$^O 190^ General Offices GIRARD BUILDING, BROAD and CHESTNUT STREETS, PHILADELPHIA, PA. Sales Offices H. F. Martin, General Manager of Sales, Girard Building, Philadelphia, Pa. NEW YORK CHICAGO A. E. Aeby, Sales Agent . Empire Building Clifford J. Ellis, Sales Agent, Western Union Building PHILADELPHIA R. E. Belknap, Assistant Sales Agent, Western Union Building BOSTON Charles S. Clark, Sales Agent, Rooms 11 and 12 Mason Building Richard Peters, Sales Agent . Girard Building BALTIMORE R. C. Hoffman & Co., Sales Agents, Continental jj. B. Green, Sales Agent Trust Building ST. LOUIS . Miller, Sales Agent, Commonwealth Trust Building SAN FRANCISCO Cf) ^^3, >8 Market St STEELTON Wm. C. Cuntz, Sales Agent . Steelton, Pa. LONDON Sanders & Company, Sales Agents, no Cannon Street, E. C. Cable Address : PENNSTEF.L, Philadelphia, Use Lieber's Code J THE PENNSYLVANIA STEEL CO., STEELTON, PA. MARYLAND STEEL CO., SPARROW'S POINT, MD. . Manufacturers of STEEL RAILS, of all sections and weights, for steam and electric railways. FROGS, SWITCHES AND CROSSINGS for steam railroads. SPECIAL WORK for street railways. BRIDGES. We build and have built the largest and heaviest. VIADUCTS for steam railroads and elevated railways. STEEL BUILDINGS. We furnish all the frame work. STRUCTURAL MATERIAL, beams, channels, angles, tees and special shapes. SPECIAL STEELS for all purposes, blooms, billets, or slabs. SPRING STEEL and MACHINERY STEEL BARS. TOOL STEEL. Gold Label and Red Label brands. STEEL CASTINGS of highest quality. STEEL FORCINGS, smooth forged, rough turned, and finished complete. MANARD STEEL CASTINGS. For all castings where resistance to wear is of importance. CALL ON OR ADDRESS OUR NEAREST AGENT FOR INFORMATION AND PRICES 162868 General Contents Index to rail sections .... 5 Specifications for steel rails ... 6 Specifications for splice bars . . 7 Rail and joint table .... i o Table giving details of girder, girder guard and high tee rails and fastenings 1 1 Table giving details of tee rails and fas- tenings . . . . . . 1 2, 13 Pennsylvania Steel Company's standard drillings for tee rails . . . 14 Pennsylvania Steel Company's standard drillings for girder, girder guard and high tee rails ..... 15 Spike table ..... 16 Miscellaneous tee rail sections . . 35 69 American Society of Civil Engineers' sections of rails . . - . .17-34 Flat rails 71- 75 High tee rails . . . . .77-82 Girder rails . . . . 83-109 .Girder guard rails .... m-ii8 Slot rails and conductor bars . . 119124 Conduit plate . . . . 124 Check rail ..... 125 Miscellaneous splice-plate sections not shown in connection with rails . . 127-143 Index to Rail Sections A. S. C. E. Tee Rails High Tee Rails Weight per Yard Pounds No. of Section Page Weight per Yard Pounds No. of Section Page Weight per Yard Pounds No. of Section Weight Page per Yard Pounds No. of Section Page Weight per Yard Pounds No. of Section Page Weight per Yard Pounds No. of Section Page 1 10 too 95 90 85 80 268 247 267 245 235 25 1 18 19 20 21 22 24 75 70 65 60 55 5 214 237 2 3 6 244 130 129 23 25 26 27 28 29 45 40 35 3 25 266 138 265 269 264 3 79 3i 7 271 78 206 ' 79 62 60 242 209 80 81 56 253 82 3 Z 34 Girder Rails 263 254 228 260 241 258 .223 222 226 84 98 85 86 87 96 94 93 . 95 94 90 90 90 90 87 8? 85 85 224 259 255 243 200 240 217 257 256 88 97 99 IOO 89 90 IOI 102 I0 3 85 85 83 So 80 75 72 70 1 219 201 211 238 9> SS-A 94 85 92 9 1 104 105 1 06 109 107 1 08 141 Miscellaneous Tee Rails I07 IOO IOO 95 90 85 85 80 79 78 76 75 75 IOO 96 147 77 261 67 220 76 98 216 249 221 36 37 38 39 40 4i 42 43 44 45 47 46 75 75 74 70 70 68 67 66 60 58^ 58 56 92 87 146 97 57 62 2 '45 6 63 7 Si 48 49 5 Si S 2 53 54 55 56 57 58 59 5 48 45 40 35 3 25 20 16 12 22 88 36 32 43 44 45 ' 47 48 66 104 60 98^ ^ 9S 62 9 6 63 95 64 94 6 5 66 Girder Guard Rails DO 69 no 103 25 234 208 114 "5 IJ 3 IOO 92 92 230 215 212 112 116 "7 80 57^ ' 86 262 118 I2 5 Flat Rails * Slot Rails and Conductor Bars 97 96 62 95 20 19 75 74 74 60 47 47 '5 73 !7 73 14 72 42 13 1 72 6, 66 213 252 I2O 122 57 23-5 227 A 121 I2 3 22.4 21 C B 124 123 THE PENNSYLVANIA STEEL COMPANY MARYLAND STEEL COMPANY Specifications for Steel Rails We are prepared to furnish rails manufactured to standard specifications of all large users of rails, but from long experience as manufacturers offer the following as standard specifications. JANUARY JST, 1905 Chemical Composition Section I 50 Pounds up to 60 Pounds 60 Pounds up to 70 Pounds 70 Pounds up to 80 Pounds 80 Pounds up to 90 Pounds 90 Pounds up to 100 Pounds Carbon .T.C. to .4? .38 to .48 .40 to .50 .43 to .53 .45 to .55 Phosphorus not over .10 not over .10 not over .10 not over .10 not over .10 Silicon not over .20 not over .20 not over .20 not over .20 not over .20 Manganese .70 to i.oo .70 tO I.OO .75 to 1.05 .80 to 1. 10 .80 to i.io Section Section 2. Unless otherwise specified, the section of rail shall be the American standard, recommended by the American Society of Civil Engineers, and shall conform as accurately as possible to the templet furnished by the railroad company consistent with clause No. 3, relative to specified weight. An allowance in height of one sixty-fourth of an inch under, and one thirty-second of an inch over will be permitted. A perfect fit of the splice bars, however, shall be maintained at all times. Weight Section 3. The weight of the rails shall be maintained as near as possible, after complying with clause No. 2, to that specified in contract. A variation of one-half of one per cent, for an entire order will be allowed. Rails shall be accepted and settled for according to actual weights. Length Section 4. The standard length of rails shall be 30 feet. Ten per cent, of the entire order will be accepted in shorter lengths, varying by even feet down to 24 feet. A variation of one-quarter of an inch in length from the length specified will be allowed. Branding Section 5. The name of the maker and year of manufacture shall be rolled in raised letters on the side of the web, and the number of the heat shall be stamped on each rail. Drilling Section 6. Circular holes for splice bars shall be drilled in accord- ance with specifications of purchaser. They shall be accurate to drawing and dimensions furnished in every respect, and free from burrs. Finishing Section 7. Rails to be straightened while cold, to be smooth on head, to be sawed square at ends, and prior to shipment, to have the burr occasioned by saw cutting, removed, and to have the ends made clean. They are to be free from injurious defects and flaws of all kinds. Inspection Section 8. The inspector, representing the purchaser, shall have free access to the works of the manufacturer at all times while his contract is being executed, and shall have all reasonable facilities afforded to satisfy him that the rails are being made in accordance with specifications. The manufacturer shall furnish the inspector, daily, with carbon determinations of each heat and a complete chemical analysis every twenty-four hours, representing the average of the other elements contained in the steel. No. 2 Rails Section 9. Rails which possess any injurious physical defects, or for any other cause are not suitable for the first quality, shall be considered No. 2 rails. THK PENNSYLVANIA STEEL COMPANY MARYLAND STEEL COMPANY Specifications for Splice Bars We are prepared to furnish splice bars manufactured to standard specifications of all large users of rails, but from long experience as manufacturers offer the following as standard specifications. JANUARY IST, 1905 Chemical Composition Section i. Carbon not to exceed 0.15 percent. Phosphorus not to exceed o.io per cent. Manganese 0.40 to 0.60 per cent. Physical Properties Section 2. Test pieces cut from head of splice bar must show : a. Ultimate strength 54,000 to 64,000 pounds per square inch. b. Elastic limit not less than one-half the ultimate strength. c. Elongation^not less than 25 per cent, measured in 8 inches, or 203 millimeters. d. Bending test 180 degrees. Flat on itself without fracture on outside of bent portion. Finish Section 3. All splice bars shall be smoothly rolled and true to templet. The name of maker and year of manufacture shall be rolled in raised letters on the side of the bar. The bar shall be sheared accurately to length and free from fins or cracks, and shall be perfect fit to the rails for which they are intended. Workmanship Section 4. The punching and notching of splice bars must be accurate in every respect to drawing and dimensions furnished. Inspection Section 5. The inspector, representing the purchaser, shall haye free access to the works of the manufacturer at all times while his contract is being executed, and shall have all reasonable facilities afforded to satisfy him that splice bars are being made in accordance with specifications. Tables Giving Details of Rails and Accessories THE PENNSYLVANIA STEEL COMPANY MARYLAND STEEL COMPANY Rail and Joint Table Rails to be 90 per cent. 3O-foot lengths and 10 per cent, shorter lengths Gross Feet of Number of Gross Feet of Number of Gross Feet of Number of ' Gross Feet of Number of Pounds Tons Rails Track per Joints per Pounds TonsRails Track per Joints per Pounds TonsRails Track per Joints per Pounds TonsRails Track per Joints per per Yard per Mile Ton of Ton of per Yard per Mile Ton of Ton of per Yard per Mile Ton of Ton of per Yard per Mile Ton of Ton of of Track Rails Rails of Track Rails Rails of Track Rails Rails of Track Rails Rails 12 18.86 280.00 19.132 47 73-86 71.49 4.864 82 128.86 40.98 2.799 .17 183.86 28.72 1.958 13 20.43 258.46 I7-5 2 5 48 75-43 70.00 4.783 83 130.43 40.48 2.766 118 185.43 28.47 '945 U 22.00 240.00 16.400 49 77- 68.57 4-680 84 132.00 40.00 2 -733 119 187.00 28.24 1.929 '5 2 3-57 224.00 '5-303 5 78.57 67.20 4.592 85 '33-57 39-53 2.701 120 188.57 28.00 I-9I3 16 2 5-'4 2IO OO 14.350 51 80.14 65.88 4.501 86 '35-14 39-07 2.699 121 190.14 27.77 1.897 '7 26.71 I97-6S 13-506 52 81.71 64.62 4.415 87 136.71 38.62 2.639 122 191.71 2 7-54 1 ,881 18 28.29 186.67 I2 -755 53 83.29 63-4 4-33 2 88 138.29 38.18 2.608 123 193.29 27.32 1.866 '9 29.86 176.84 12.084 54 84.86 62.22 4.251 89 139.86 37-75 2.580 124 194.86 27.10 1.851 20 3'-43 l68.OO 1 1.480 55 86-43 61.09 4-'74 90 HI -43 37-33 2 -55 I2 5 196.43 26.88 1.836 21 33- l6o.OO ' -933 56 88.00 60.00 4.100 9 1 143.00 36.92 2.522 126 198.00 26.67 1.821 22 34-57 152.72 i435 57 89.57 58.95 4.027 92 "44-57 36-5 2 2 -495 127 '99-57 26.46 i. 808 2 3 36.14 146.09 9.982 58 91.14 57-93 3-958 93 146.14 36-13 2.468 128 201.14 26.25 "793 24 37-71 I4O.OO 9.566 59 92.71 56.95 3.891 94 147.71 35-75 2.442 129 202.71 26.05 '779 2 S 39-29 13440 9.184 60 94-29 56.00 3.826 95 149.29 35-37 2.416 130 204.29 2 5.85 1-765 26 40.86 129.23 8.829 61 95.86 5S-8 3-763 96 150.86 35-oo 2.391 131 205.86 2 5- 6 5 i-75 2 2 7 42.43 124.44 8-503 62 97.43 54.19 3.702 97 iS 2 -43 34-64 2.367 132 2 o?.43 2 5-45 '739 28 44.00 I2O.OO 8. 200 63 99.00 53-33 3-644 98 154.00 34- 2 9 2.342 '33 209.00 25.26 1.726 29 45-57 115.86 7.917 64 100.57 52.50 3.587 99 '55-57 33-94 2.319 '34 210.57 25-07 '713 3 47-'4 I 12. OO 7-653 65 102.14 51.69 3.532 too '57-14 33-6o 2.296 '35 212.14 24.89 1.700 3i 48.71 108.39 7.413 66 103.71 50.91 3.478 101 158.71 33- 2 7 2.272 136 213.71 24.71 1.688 32 50.29 105.00 7-i?S 67 105.29 50.15 3.426 102 160.29 3 2 -94 2.250 i37 215.29 2 4-53 1.676 33 51.86 101.82 6-957 68 106.86- 49-4i 3-376 I0 3 161.86 32.62 2.229 138 216.86 2 4-35 1.663 34 53-43 98.82 6 -75 2 69 108.43 48.70 3.327 104 163.43 32.31 2.207 '39 218.43 24.17 1.651 35 55- 96.00 6.560 70 110.00 48.00 3-280 IO S 165.00 32.00 2.186 140 220.00 24.00 1.640 3 6 5 6 -57 93-33 6-377 71 1111.57 47-32 3-233 1 06 166.57 31-70 2.163 141 221.57 2 3-83 1.628 37 58.14 90.81 6.205 72 113.14 46.67 3.189 107 168.14 31.40 2.145 142 223.14 23.66 1.616 38 59-7 1 88.42 6.042 73 U471 46.03 3.144 . 1 08 169.71 31.11 2.125 i43 224.71 2 3-49 1.605 39 61.29 86.15 5.887 74 116.29 45-4i 3-094 109 171.29 30-83 2.106 144 226.29 23-33 1-594 40 62.86 84.00 5-740 75 II 7-86 44.80 3-6i I 10 172.86 30-54 2.086 i45 227.86 23.18 '.583 41 64-43 81.95 5-599 76 119.43 44.21 3.021 1 1 1 '74-43 3o- 2 7 2.068 146 229.43 23.01 '-S7 2 42 66.00 80.00 5.466 77 121.00 43.64 2.982 I 12 176.00 30.00 2.051 '47 231.00 22.86 1.562 43 67-57 78.14 S-338 78 122.57 43.08 2.942 "3 177-57 2 9-73 2.031 148 2 3 2 -57 22.70 '55' 44 69.14 76-36 5.216 79 ' 2 4-'4 42.53 2.906 114 179.14 29.47 2.020 149 234.14 22 -55 '54 45 70.71 74-67 5.102 80 125.71 42.00 2.870 "5 180.71 29.22 1.996 150 2 35-7' 22.39 '53' 46 72.28 73-04 4.990 81 ,127.29 41.48 2.834 ,16 182.29 28.97 1.979 THE PENNSYLVANIA STEEL COMPANY MARYLAND STEEL COMPANY Table Giving Details of Girder, Girder Guard and High Tee Rails and Fastenings Rail Weight Number per Yard of Rail Pounds Section Splice Plate, Weight per Foot, Pounds Number of Plate Section Bolts Weight of One Bolt and Nut Pounds Rail Splice Plate, Weight per Foot, Pounds Number of Plate Section Bolts Weight of One Bolt and Nut Pounds Outside Inside Plate Plate Size in Inches Weight per Yard Pounds Number of Rail Section Outside Inside Plate Plate Size in Inches Diameter Length Diameter Length 141 263 17.0 14.5 263 4 i-57 87 240 18.0 15.8 200 3 3 A I -45 2 128 250 18.0 15.8 200 3 3 /i I-45 2 86 217 13.2 10.0 217 3 1 /* i-397 no 234 '3 ' ii-5 234 ft 3 J A -99 85 201 18.0 15.8 200 3 3 /4 1.452 107 228 19.2 17.1 228 4 -S7 85 219 18.0" 15.8 200 3*/4 I-45 2 107 254 21.4 19.1 254 ft 4 .051 85 256 13.7 n.8 256 4 i 57 104 260 19.2 17.1 228 4 -57 85 257 12.7 10.6 211 3 3 A I -45 2 103 208 18.0 15.8 200 3 3 /4 ! -452 83 211 12-7 IO.6 211 3K '-342 100 230 18.0 15.8 200 3 3 /4 -452 80 86 8.4 7.0 85 ft 3 -982 98^ 241 18.8 17.6 224 4 -SO? 80 9 1 12.7 10.6 211 3/i 1-342 96 223 17.6 16.0 222 4 -S7 80 238 12.7 10.6 2ii 3 1 A i-397 95 258 T 3-9 I2 -3 2 S 8 3% -397 79 271 I5-65 : 5- 6 5 2 7! 3 1 A 1-397 95 222 17.6 16.0 222 4 -57 75 SS-A 8-4 7-0 85 ft 3X : 1-025 94 226 17.6 16.0 222 4 -S7 72 94 12.7 10.6 2ii i 3 l /4 1-342 94 224 18.8 17.6 224 4 -57 7 85 8.4 7.0 85 ft 3 .982 92 212 12.7 10.6 211 3# -342 7 206 9.0 9.0 206 y^ 3 -725 92 215 12.7 10 6 211 3^ .342 62 242 8.6 8.6 242 ft 3 -982 90 2OO 18.0 15.8 2OO 3 3 A -452 60 209 8.4 8.4 209 ft 3 -982 90 243 12.7 10.8 2 43 3% -397 56 2 53 7-5 7-5 2 53 # 3 i- 02 5 9 255 12.7 10.8 i 2 43 3X2 397 .... THE PENNSYLVANIA STEEL COMPANY MARYLAND STEEL COMPANY Table Giving Details of Tee Rails and Fastenings Rail Splice Plate Bolts Weight of One Bolt and Nut Pounds Rail Sp Weight per Foot Pounds ice Plate Bolts Weight of One Bolt and Nut Pounds Weight per Yard Pounds Number of Rail Section Weight per Foot Pounds Number of Plate Section Size in Inches Weight i per Yard Pounds Number of Rail Section Number of Plate Section Size in Inches Diameter Length Diameter Length 110 268 18.6 268 I 5 1.727 75 221 10.9 220 % 4 .853 IOO 96 13.4 PRR No. 8 i 5 1.727 75 221 "3 D-8o-5^" 34 4 853 IOO ioo I 5-7 ioo fa 4% 1.197 75 214 10.4 214 34 4 .853 IOO ioo 14.0 loo-A fa 4% 1.197 75 214 11.7 2I4-A 34 4% .885 IOO 247 15.0 247 i 434 1.672 75 214 10.4 "H" 34 4 -853 IOO 247 14-2 247-A i 434 1.6 7 2 f 1 1-3 92 \ , , _ _ 95 267 16.24 267 fa 434 1.283 /5 92 I JI -5 92-A f ' 3/ * 95 (14.1 i47 {-13.11 4% 1.617 I47-A f 75 87 87 10.5 10.8 87 34 4 76 34 4 .853 .853 90 245 12.8 245 fa \y-2. 1.240 75 87 I 1.2 77 % 4 .853 90 !4-34 77 n-2 245-A 77 fa 4/4 1.240 74 146 ( 9 .0 1 8.5 146 1 V V 1 46- A } ; .789 ii. 6 PRR No. 6 fa 4*/ 2 1.240 70 237 9-5 237 M 4 .853 90 77 95 237 fa \y 2 1.240 70 237 10.4 237-A Yi, 4 853 90 77 104 237^ fa 4 l /2 1.240 70 97 10.6 97 3 A 3 3 A .821 85 261 10.9 220 34 4 .853 70 97 10.4 214 34 4 .853 85 261 11.3 D-8o-s^" 34 4 .853 70 97 11.7 2I4-A 34 4 8S3 85 235 12.0 2 35 H 4 1 A -197 7 57 9-7 PRR No. 4 |f 4^ 1.063 85 67 n.6 PRR No. 6 H \ l /2 .OOO 70 57 8.2 57 U 3% .789 80 25 1 11 -3 25 1 fa 4/4 197 70 57 9.2 57-A 34 334 .821 80 12.0 25i-A fa 4y? .240 68 62 8-54 62 % 31^ 789 80 251 II.9 25i-B fa 4% .197 67 2 8.6 2 34 3^ 789 80 25' "5 2 5 i-C fa 4% 197 67 2 8.2 57 3 1 A .789 80 251 io-5 251-0 fa 4 y. .197 67 2 9.2 57-A 3 A 3 3 A .821 80 251 11.9 "I" fa 4/^ .197 66 45 10.07 216 34 334 .821 80 220 10.9 220 3 A 4 853 66 '45 8.8 236 3 A 4 .853 80 220 11 -3 U-8o-5^" 34 4 .853 65 236 8.8 236 3^ 3 3^ .821 79 7 6 10.8 76 3 A 4/4 .917 60 244 8.0 244 W- 3 7^ .821 79 7 6 n.6 PRR No. 6 3 A ^ -885 60 244 10.07 216 3 A 4 .853 78 9 8 9-2 98 34 3 3 A -821 60 6 9-7 PRR No. 4 if 4/4 1.063 76 216 10.07 216 34 4 -853 60 6 8.2 57 M 3/4 789 75 249 12.8 245 H 4}4 1.240 60 6 9.2 57-A 3 A 3 3 A .821 THE PENNSYLVANIA STEEL COMPANY MARYLAND STEEL COMPANY Table Giving Details of Tee Rails and Fastenings Continued Rail Splice Plate Bolts Rail Splice Plate Bolts Weight of Weight of One Bolt One Bolt Weight per Yard Pounds Number of Rail Section Weight Number per Foot of Pounds Plate Section Size in Inches and Nut Pounds Weight per Y'ard Pounds Number of Rail Section Weight Number per Foot of Pounds Plate Section Size in Inches an( j Nut Diameter Length Diameter Length sW 63 6.9 63 X 3*/4 757 40 32 5-15 36 y* 3 -524 58 7 8.2 57 3 A 3% 789 40 3 2 3-2 32* 54 3 -524 58 7 9-2 57-A X 3% .821 35 43 4-3 44 A 2 ^ .373 56 S 1 8.2 57 789 35 43 2.62 43* A *V* -373 56 S 1 9.2 57-A 3 A 3*/4 .821 35 265 4.0 265 A *H -373 55 7.2 130 y\ 3 l /i 789 30 44 4-3 44 A 2^ .373 55 130 . 8.6 2 K O /*( 757 3 44 2-4 43* A 2^ .373 5 129 6.2 I2 9 3 /A" : 757 3 269 3-5 269 A 2 ^ .373 5 22 6-3 22 3 /4 3^ 757 25 45 2.1 45* T 9 B 2 *A -355 48 88 6-3 22 757 25 264 20 264 A 2 X '355 45 266 5-5 266 y* 3 524 20 47 1.8 47* J 2 .253 45 36 36 3 524 l6 48 i-4 48* % 2 . - 2 53 45 36 3- 2 32* # 3 524 12 66 95 !j "x #" flat % 2 - 2 53 40 138 4-7 , '38 * 3 5 2 4 ! 1 * Plain plates. THE PENNSYLVANIA STEEL COMPANY MARYLAND STEEL COMPANY The Pennsylvania Steel Company and Maryland Steel Company's Standard Drillings for Tee Rails Bolt holes in rails are X of an inch larger than diameter of bolt. See table, page 12, for size of bolts For distance from base of rail to center of bolt holes, see drawing of rail Weight of Rails Rail Drilling, Inches Splice Plate Splice Plate Punching, Inches Splice Plate Notching, Inches Size of Notch, Ins. Pounds ABC Length No. of p g Inches Bolts F G II I J-ir & L j 1 2 to 45 2 4 16 4 4 4/^ 4 t t t 5 /8 50 and over 3tt 5 24 4 S 8 s . . ,j ^ 17 5^ 50 and over 5 6 3 6 6 5 , 4 S 6 6 20 4 ^ } Note. One notch in center of angle plates. THE PENNSYLVANIA STEEL COMPANY MARYLAND STEEL COMPANY The Pennsylvania Steel Company's Standard Drillings for Girder, Girder Guard and High Tee Rails 5--- 5---H 666 M o ' o ' o C FOR S"AND 9"RAius u_.. 5 6 5-'~r .,, 5 --- 5 D FOR 8"AND 9" RAILS _.- B .L-W' O \J --- *T K FOR l" RAILS 9_ Q 4 = ^r S FOR 6"AND ?" RAILS ,,6 Q 4 )< 4- -Y^ Bolt holes in rails are X f an i ncl > larger than diameter of bolt. See table, page 1 1, for size of bolt For distance from base of rail to center of bolt holes, see drawing of rail THE PENNSYLVANIA STEEL COMPANV -- MARYLAND STEEL COMPANY Spike Table Kegs per Mile of Track Size of Spikes Average No. in Weight per Tie Spacing Inches 2OO-pound Spike 4 Spikes per Tie 6 Spikes per Tie Keg 2 feet 6 inches 2 feet 3 inches 2 feet o inches 2 feet 6 inches 2 feet 3 inches 2 feet o inches 35 X TV 900 O.2222 9-39 10.43 u-73 14.08 !5- 6 5 17.60 4 x T V 780 0.2564 10-83 12.04 T 3-54 16.24 18.06 20.31 4i x T V 675 0.2963 12.52 '3-9 1 15.64 18.78 20.86 23.46 4 x $- 600 -3333 I4-08 'S- 6 S 17.60 21.12 23-47 26.40 4i* i 53 0-3773 15-94 17.71 19.92 23.91 26.56 29.88 5 x i 500 0.4000 16.89 18.78 21.12 25.33 28.17 3 1 - 68 5 x-fr 39 0.5128 21.66 24.07 27.08 32.50 36.10 40.61 Six A 35 0.5714 24.14 26.82 30.17 36.21 40.23 45.25 16 Rail Sections Recommended by the American Society of Civil Engineers S? (( UNIVE V F X4LI THE PENNSYLVANIA STEEL COMPANY MARYLAND STEEL COMPANY Rail Section No. 268 A. S. C. E. Standard 1 1 pounds per yard 1 72.86 gross tons per mile 54.6 kg. per meter 109.13 tonnes per kilometer Angle Splice-plate Section No. z68 1 8. 6 pounds per foot 27.68 kg. per meter Metric Dimensions Rail Height 1 55.6 mm. Width of head 73.0 mm. Height of web 84.9 mm. Thickness of web 14.7 mm. Thickness of splice bar, 23.8 mm. co * 32 3 2 "co|oo CJ r --*- 5" 46 THE PENNSYLVANIA STEEL COMPANY MARYLAND STEEL COMPANY Rail Section No. 249 117.86 gross tons per milu 74.41 tonnes per kilometer 75 pounds per yard 37.2 kg. per meter Angle Splice-plate Section No. 245 can be used 12.8 pounds per foot !9-5 k g- P er meter Metric Dimensions Rail Height 127.0 mm. Width of head 65.09 mm. Height of web 71.43 mm. Thickness of web 1 3.08 mm. 47 THE PENNSYLVANIA STEEL COMPANY MARYLAND STEEL COMPANY Rail Section No. 92 117.86 gross tons per mile 74.41 tonnes per kilometer 75 pounds per yard 37.2 kg. per meter Angle Splice-plate Sections Nos. gz and gz-A Splice Sec. 92, 11.3 Ibs. per ft. 16.81 kg. per meter Splice Sec. 92-A, 11.5 Ibs. per ft. 17.11 kg. per meter Metric Dimensions Rail 127.0 mm. 63.50 mm. Height .. Width of head Height of web Thickness of web . Thickness of splice bar 69.45 14.3 mm. 19.1 mm. 48 THE PENNSYLVANIA STEEL COMPANY MARYLAND STEEL COMPANY Rail Section No. 87 117.86 gross tons per mile 74.41 torjnes per kilometer 75 pounds per yard 37.2 kg. per meter Angle Splice-plate Section No. 87 10.5 pounds per foot 15.6 kg. per meter Metric Dimensions Rail Height 120.65 mm - Width of head 63.50 mm. Height of web 61.90 mm. Thickness of web 14.3 mm. Thickness of splice bar .... 14.3 mm. 49 THE PENNSYLVANIA STEEL COMPANY MARYLAND STEEL COMPANY Rail Section No. 146 74 pounds per yard 1 16.29 gross tons per mile 36.71 kg. per meter 734 2 tonnes per kilometer Angle Splice-plate Sections Nos. 146 and 146- A 9.0 pounds per foot 13.4 kg. per meter 8.5 pounds per foot 12.6 kg. per meter Metric Dimensions Rail Height ....... 119.05 mm. Width of head ..... 15.98 mm. Height of web 53 69 mm. Thickness of web ..... 14.3 mm. Thickness of splice bar . . 14.3 mm. r- 00 5 THE PENNSYLVANIA STEEL COMPANY MARYLAND STEEL COMPANY Rail Section No. 97 70 pounds per yard 1 10.0 gross tons per mile 34.7 kg. per meter 69.45 tonnes per kilometer Angle Splice-plate Section No. 97 10.6 pounds per foot '5-78 kg. per meter Metric Dimensions Rail Height 120.65 mm. Width of head 61.90 mm. Height of web 65.86 mm. Thickness of web . . . . .12.7 mm. Thickness of splice bar . 17.5 mm. THE PENNSYLVANIA STEEL COMPANY -- MARYLAND STEEL COMPANY Rail Section No. 57 1 10.0 gross tons per mile 69.45 tonnes per kilometer Pennsylvania R. R. Standard 70 pounds per yard 34.7 kg. per meter Angle Splice-plate P. R. R. No. 4 9.7 pounds per foot 14.4 kg. per meter Metric Dimensions Rail Height 1 14.3 mm. Width of head 61.9 mm. Height of web 54.0 mm. Thickness of web 1 2.7 mm. Thickness of splice bar . . . 19.1 mm. THE PENNSYLVANIA STEEL COMPANY MARYLAND STEEL COMPANY Rail Section No. 62 68 pounds per yard 106.86 gross tons per mile 33.74 kg per meter 67.46 tonnes per kilometer Angle Splice-plate Section No. 62 8.54 pounds per foot 12.72 kg. per meter Metric Dimensions Rail Height 1 14. 30 mm. Width of head . 62.68 mm. Height of web 55. 56 mm. Thickness of web 12.7 mm. Thickness of splice bar . . . 15.87 mm. f i_ 53 THE PENNSYLVANIA STEEL COMPANY MARYLAND STEEL COMPANY Rail Section No. 2 105.29 gross tons per mile 66.43 tonnes P er kilometer 67 pounds per yard 33.2 kg. per meter Angle Splice-plate Section No. 2 8.6 pounds per foot 12.8 kg. per meter Metric Dimensions Rail Height 1 14. 30 mm. Width of head 60.32 mm. Height of web 53.58 mm. Thickness of web 12.7 mm. Thickness of splice bar . . . . 19.1 mm. 54 THE PENNSYLVANIA STEEL COMPANY MARYLAND STEEL COMPANY Rail Section No. 145 66 pounds per yard 103.71 gross tons per mile 32.74 kg. per meter 65.48 tonnes per kilometer Angle Splice-plate Section No. 2 1 6 can be used 10.78 pounds per foot 16.05 kg. per meter Metric Dimensions Rail Height 115.09 mm. Width of head 58.7 mm. Height of web 59-53 mm. 13.5 mm. Thickness of web 55 THE PENNSYLVANIA STEEL COMPANY MARYLAND STEEL COMPANY Rail Section No. 6 Pennsylvania R. R. Standard 60 pounds per yard 94.29 gross tons per mile 29.8 kg. per meter 59-53 tonnes per kilometer Angle Splice-plate P. R. R. No. 4 9.7 pounds per foot 14.4 kg. per meter Metric Dimensions Rail Height 108.0 mm. Width of head 60.3 mm. Height of web 54.0 mm. Thickness of web 1 2.7 mm. Thickness of splice bar . . . .19.1 mm. THE PENNSYLVANIA STEEL' COMPANY MARYLAND STEEL COMPANY Rail Section No. 63 58X pounds per yard 91.54 gross tons per mile 28.9 kg. per meter 57-76 tonnes per kilometer Angle Splice-plate Section No. 63 6.90 pounds per foot 10.25 kg- per meter Metric Dimensions Rail Height 101.6 mm. Width of head . 59-53 mm. Height of web 46.81 mm. Thickness of web 12.71 mm. Thickness of splice bar .... 14.3 mm. 57 THE PENNSYLVANIA STEEL COMPANY MARYLAND STEEL COMPANY 91.14 gross tons per mile 57.51 tonnes per kilometer Rail Section No. 7 58 pounds per yard 28.77 kg. per meter Angle Splice-plate Section No. 57 8.2 pounds per foot 12.25 kg- per meter Metric Dimensions Rail Height 107.95 mm - Width of head 55-56 mm. Height of web 53-98 mm. Thickness of web 10.31 mm. Thickness of splice bar . . . .15.87 mm. 9" ! * x 1" 4' 16 i 32 4 58 THK PENNSYLVANIA STEEL COMPANY -MARYLAND STEEL COMPANY Rail Section No. 5 1 56 pounds per yard 88.0 gross tons per mile 27.74 kg. per meter 5S-5 2 tonnes per kilometer Angle Splice-plate Section No. 57 8.2 pounds per foot 12.25 kg. per meter Metric Dimensions Rail Height ....... 107.95 mm - Width of head 57-94 mm. Height of web ..... 53.98 mm. Thickness of web ..... 10.72 mm. Thickness of splice bar . . 15.87 mm. -k 9" *13"' A 1 " 1 16 32 ^32 59 THE PENNSYLVANIA STEEL COMPANY MARYLAND STEEL COMPANY Rail Section No. 22 go pounds per yard 78 57 gross tons per mile 24.8 kg. per meter 49-6i tonnes per kilometer Angle Splice-plate Section No. 22 6.3 pounds per foot 9.4 kg. per meter Metric Dimensions Rail Height 101.6 mm. Width of head . . . 53.18 mm. Height of web 50.4 mm. Thickness of web 10.31 mm. Thickness of. splice bar .... 12.7 mm. nj/' ^32 1 C^" ^ v 'v 1 60 THE PENNSYLVANIA STEEL COMPANY MARYLAND STEEL COMPANY Rail Section No. 88 48 pounds per yard 75>43 gross tons per mile 23.81 kg. per meter 47.60 tonnes per kilometer Angle Splice-plate Section No. 22 6.3 pounds per foot 9.4 kg. per meter Metric Dimensions Rail Height 101.6 mm. Width of head 48.42 mm. Height of web 50.8 mm. Thickness of web 9.53 mm. Thickness of splice bar ....12.7 mm. 61 THE PENNSYLVANIA STEEL COMPANY -- MARYLAND STEEL COMPANY Rail Section No. 36 70.71 gross tons per mile 44.64 tonnes per kilometer 45 pounds per yard 22.3 kg. per meter Angle Splice-plate Section No. 36 5.15 pounds per foot 7.67 kg. per meter Metric Dimensions Rail Height 92.08 mm. Width of head 49.2 mm. Height of web . 45.6 mm. Thickness of web 10.3 mm. Thickness of splice bar .... 12.7 mm. 62 THE PENNSYLVANIA STEEL COMPANY -- MARYLAND STEEL COMPANY 40 pounds per yard 19.8 kg. per meter Rail Section No. 32 62.86 gross tons per mile 39.68 tonnes per kilometer Angle Splice-plate Section No. 36 5.15 pounds per foot 7.67 kg. per meter Metric Dimensions Rail Height 88.90 mm. Width of head 48.4 mm. Height of web 47.22 mm. Thickness of web 9.92 mm. Thickness of splice bar . . . 12.7 mm. I 29 '32 ^6 <- 1 * 1 ^Tr^" t" '* ,\S Sn i i/ ii / T 00 CO THE PENNSYLVANIA STEEL COMPANY MARYLAND STEEL COMPANY 55.0 gross tons per mile 34.72 tonnes per kilometer Rail Section No. 43 35 pounds per yard 17.4 kg. per meter Angle Splice-plate Section No. 44 4.3 pounds per foot 6.40 kg. per meter Metric Dimensions Rail Height 77-78 mm. Width of head 47.6 mm. Height of web 39- 2 9 rnm. Thickness of web 9.5 mm. Thickness of splice bar . . . . n.i mm. 64 THE PENNSYLVANIA STEEL COMPANY MARYLAND STEEL COMPANY Rail Section No. 44 30 pounds per yard 14.9 kg. per meter 47. 1 4 gross tons per mile 2976 tonnes per kilometer Angle Splice-plate Section No. 44 4.3 pounds per foot 6.40 kg. per meter Metric Dimensions Rail Height 76.2 mm. Width of head 43- 2 5 mm - Height of web 397 mm. Thickness of web 8.73 mm. Thickness of splice rail . . . . 11.1 mm. fy rr 1 7 \t *v 9"Radius i 1 i- THE PENNSYLVANIA STEEL COMPANY MARYLAND STEEL COMPANY Rail Section No. 45 25 pounds per yard 12.4 kg. per meter 39.29 gross tons per mile 24.80 tonnes per kilometer Plain Splice-plate Section No. 45 2.1 pounds per foot 3.14 kg. per meter Metric Dimensions Rail Height 69.85 mm. Width of head 39.7 mm . Height of web 35.71 mm. Thickness of web 7.54 mm . Thickness of splice bar .... 9.92 mm. 66 THK PENNSYLVANIA STEEL COMPANY MARYLAND STEEL COMPANY Rail Section No. 47 20 pounds per yard 31.43 gross tons per mile 9.9 kg. per meter 19.84 tonnes per kilometer Plain Splice-plate Section No. 47 1.8 pounds per foot 2.68 kg. per meter Metric Dimensions Rail Height 63.500101. Width of head 36.5 mm. Height of web 33.3 mm. Thickness of web 6.35 mm. Thickness of splice bar . . 8.73 mm. 7" UNIVERSITY THE PENNSYLVANIA STEEL COMPANY MARYLAND STEEL COMPANY Rail Section No. 48 1 6 pounds per yard 25-14 gross tons per mile 7.9 kg. per meter 15.87 tonnes per kilometer Plain Splice-plate Section No. 48 1 .4 pounds per foot 2.09 kg. per meter Metric Dimensions Rail Height . . . 59-53 rnm. Width of head 3-93 mm. Height of web 32.54 mm. Thickness of web 5.53 mm. Thickness of splice bar .... 7.94 mm. 68 THE PENNSYLVANIA STEEL COMPANY MARYLAND STEEL COMPANY Rail Section No. 66 1 2 pounds per yard 18.86 gross tons per mile 5-95 k - per meter 1 1.90 tonnes per kilometer We supply i X * jj( rd. edge flats for joint plates with this section. 1.95 pounds per foot 1.42 kg. per meter Metric Dimensions Rail Height 508 mm. Width of head 26.98 mm. Height of web 2 7 . 3 mm . Thickness of web 4.76 mm. Flat Rails THE PENNSYLVANIA STEEL COMPANY '16 --5"- Rail Section No. 13 Rail Section No. 13 42 pounds per yard 20.8 kg. per meter 66. o gross tons per mile 41.65 tonnes per kilometer Metric Dimensions Height 38.1 mm. Width of head . . 42.9 mm. Width of base . . 127.0 mm. Thickness of base . 11.5 mm. Rail Section No. 14 47 pounds per yard 23.3 kg. per meter 73.86 gross tons per mile 46.60 tonnes kilometer per Metric Dimensions Height 43.7 mm. Width of head . . 42.9 mm. Width of base . . 127.0 mm. Thickness of base . 11.5 mm. - 4 - -*-_ Rail Section No. 14 THE PENNSYLVANIA STEEL COMPANY -5"- Rail Section No. 17 Rail Section No. 1 5 60 pounds per yard 29.8 kg. per meter 94.29 gross tons per mile 59.53 tonnes kilometer per Metric Dimensions Height 47-6 mm. Width of head .... 57.1 mm. Width of base 128.6 mm. Maximum thickness of flange, 19.0 mm. Minimum thickness of flange, 1 ^. 5 mm. Rail Section No. 17 47.0 pounds per yard 23.3 kg. per meter 73.86 gross tons per mile 46.60 tonnes per kilo- meter Metric Dimensions Height 38.1 mm. Width of head . . . 50.8 mm. Width of tram . . . 76.2 mm. Thickness of base . . 12.7 mm. _ __,_. pi"- ^4 1" '16 Rail Section No. 15 73 -o> NU'ERSny ] OF ^/ THE PENNSYLVANIA STEEL COMPANY Rail Section No. ig 62 pounds per yard 30.7 kg. per meter 9 7 -43 gross tons per mile 61.48 tonnes kilometer per Metric Dimensions Rail Section No. 19 Maximum height . Minimum height . Width of head . . Width of groove . Width of base . . Thickness of flange 46.0 mm. 37.3 mm. 54.0 mm 39.7 mm. 1 20.6 mm. 13.5 mm *l f>'-' _1 25" ^ I 00 Rail Section No. 96 pounds per yard 47.6 kg. per meter 150.86 gross tons per mile 95.23 tonnes per kilometer Metric Dimensions Height 63.5 mm. Width of head . . . 45.2 mm Width of groove . . 50.8 mm. Width of base . . . 1278 mm. Thickness of flange . 17.5 mm. 20 '16 %L CM t i. Rail Section No. 20 74 THE PENNSYLVANIA STEEL COMPANY Rail Section No. 95 97 pounds per yard 48.1 kg. per meter 152.43 gross tons per mile 96.22 tonnes per kilometer Metric Dimensions Height 58.7 mm. Width of head . . . 46 mm. Width of base . . . 146.0 mm. Thickness of flange . 167 mm. Rail Section No. 95 75 High Tee Rails N 1C u M . rt u- 2 2 o jS " * ") M-l X **< X O 4> O 0) - c" c e c I-I-3I-S s^^S c u w w < I-H < in '/, w DC ^oo CM 10 r}- " M c < o S5 C .2 M u H-l > en & 04 W E H O ID CO o. O Y, e ^ a _ 03 i T3 Girder Rails E E E s S E E 6 S S s s e E e e O O 'O w> O 00 -4- r^vo eg T- 00 CM 90 tk .2 4-1 U 92 S .2 - 4* C^ 'U OJ r^ s 03 u _> IU pr | r^ j tn C _O 3 1 U V) o i_' a 95 / v ' r ^ ( UNIVERSiTY j 9 6 o 1C o M o 2 en rt ...t. 97 SH 3 o u w w H en X -r; CO W o, u ffi IT) o s u u 00 rt 99 o u J w w tn W W ffi H V 1 ^ s. M O C O 2 55 < en Q-i W K H w j/} V} X W PH W 103 E e e s E S c S 00 O * O o u w a H CO PH W h . o X o ' i- i 00 0) 2 ft I '5 ' s u =5 W5 b & - c I S 104 S 6 S S S S E cc o o *o "O 1 ^? T* -1 w w. w ffi H 1 _-.*. 105 c u w cfl < X 'SI Z ^5 W W 106 w w H en X W W ffi H __v. l ^ 107 "* s s s s s s s S S S S S E ^- -1- o N i^-^q r^. M PJ fO\O OO N >o if~)\O n O i- CO o z " CO r 6 o ^ I, 5 ^ o - B 1 6 i a J= K ^ _o ^2 ^ 5, u 0) o' 1 08 S B s s s s e c u w H C/3 > cn W PH W ffi H 109 Girder Guard Rails LO o CO OH s o U w w H co - I* CO W Pi W K H 1C C O 25 < P-. S O u a w H CO CO 25 25 W PH W ffi 10 C _o 4-1 CJ 1) CO __JL 116 IX S *^ ^ u _/: < -^ J en u; E E E S S s e e e E e CO -<*-OO N co q\ ro Ov to q o - I .... s . . .a -gS fa S P p. &-S -S -5 -5 .5P-T3 -o a.a -a 0-, O w w C-H in W P-, W 33 H MO oo c _o 4-1 O > i 125 Miscellaneous Splice - plate Sections Not Shown in Connection with Rails THE PENNSYLVANIA STEEL COMPANY T-00 Angle Splice-plate Section No. D-ioo-6' 10.54 pounds per foot 15.7 kg. per meter Fits " Dudley " ico-pound rail 6" high Angle Splice-plate Section No. IOO-A 15.18 pounds per foot 22.6 kg. per meter Fits rail section No. too 128 THE PENNSYLVANIA STEEL COMPANY 2.7' 32" Angle Splice-plate Section No. 24J-A 14.2 pounds per foot 21.13 kg. per meter Fits rail section No. 247 129 Angle Splice-plate Section No. 10.57 pounds per foot iS-73 k S- P er meter Fits rail section No. 1 1 7 THE PENNSYLVANIA STEEL COMPANY Angle Splice-plate Section No. 245-A 14.34 pounds per foot 21.42 kg. per meter Fits rail section No. 245 Angle Splice-plate Section No. D- 1 1 .3 pounds per foot 1 6. 8 kg. per meter Fits rail sections Nos. 220, 221, 261 130 THE PENNSYLVANIA STEEL COMPANY Angle Splice-plate Section No. 89 11.7 pounds per foot 17.41 kg. per meter Fits rail sections Nos. 237 and 114 - Angle Splice-plate Section No. 72 10.9 pounds per foot 16.22 kg. per meter THE PENNSYLVANIA STEEL COMPANY 1 7" 1 T6" Angle Splice-plate Section No. D-8o- 5 " Angle Splice-plate Section No. 2 5 i-A 10.50 pounds per foot 15.68 kg. per meter Fits " Dudley " 8o-pound rail 5" high 1 1.95 pounds per foot 17.72 kg. per meter Fits rail section No. 251 32 THE PENNSYLVANIA STEEL COMPANY Angle Splice-plate Section No. 251-6 11.9 pounds per foot 17.71 kg. per meter Fits rail section No. 251 v a. Angle Splice-plate Section No. 251-0 11.5 pounds per foot 17.12 kg. per meter Fits rail section No. 251 '33 THE PENNSYLVANIA STEEL COMPANY Angle Splice-plate Section No. 2$i-D 10.5 pounds per foot 15.63 kg. per meter Fits rail section No. 251 Angle Splice-plate Section "I 11.9 pounds per foot 17.71 kg. per meter Fits rail section No. 251 134 THE PKNNSVLVANIA STEEL COMPANY Angle Splice-plate Section F' 10.9 pounds per foot 16.22 kg. per meter Angle Splice-plate Section "H v 10.4 pounds per foot 15.48 kg. per meter Fits rail'section No. 214 '35 UNIVERSPlY *jOs THE PENNSYLVANIA STEEL COMPANY r 0*1 -ZJJ - Angle Splice-plate Section No. 2I4-A 11.7 pounds per foot 17.41 kg. per meter Fits rail section No. 214 Angle Splice-plate Section No. I26-A n.o pounds per foot 16.37 kg. per meter Fits rail section No. 126 '36 THE PENNSYLVANIA STEEL COMPANY Angle Splice-plate Section No. 0-65-4.^" 9.18 pounds per foot 13.66 kg. per meter Fits " Dudley " 6s-pound rail, 4^" high Angle Splice-plate Section No. 237-A 10.4 pounds]per foot 15.48 kg. per meter Fits rail section No. 237 '37 THE PENNSYLVANIA STEEL COMPANY Angle Splice-plate Section "L Angle Splice-plate Section No. 28 11.5 pounds per foot 17.12 kg. per meter 8.5 pounds per foot 12.65 kg. per meter THE PENNSYLVANIA STEEL COMPANY , // r- ITS- Angle Splice-plate Section No. 57-A Angle Splice-plate Section No. 70 9.2 pounds per foot 13.69 kg. per meter Fits rail section No. 57 8.6 pounds per foot 12.80 kg. per meter THE PENNSYLVANIA STEEL COMPANY Angle Splice-plate Section No. 1018 7.1 pounds per foot 10.56 kg. per meter Angle Splice-plate Section No. 4 7.0 pounds per foot 10.42 kg. per meter 140 THE PENNSYLVANIA STEEL COMPANY T~ ' ... "JfV^ 1 1 ^ I 2(2 4- ^ 13* 32 .-.U."... 16 i t i 212 \ ~~t a>l i i_t_. _i Angle Splice-plate Section "J 6.33 pounds per foot 9.42 kg. per meter 141 THE PENNSYLVANIA STEEL COMPANY - sL. . 64 ~~ *- Plain Splice-plate Section No. 22 Plain Splice-plate Section No. 22 Plain Splice-plate Section No. 25 3.65 pounds per foot 5.43 kg. per meter 3.5 pounds per foot 5.21 kg. per meter Fits rail section No. 22 Plain Splice-plate Section No. 25 142 THE PENNSYLVANIA STEEL COMPANY Plain Splice-plate Section No. 32 3.22 pounds per foot 4.79 kg. per meter Fits rail sections Nos. 32 and 36 JU- ~~~ o 15' 32 32 O C\l T- 7- Plain Splice-plate Section No. 43 2.62 pounds per foot 3.89 kg. per meter Fits rail sections Nos. 44 and 43 '43 BAPILOT &COMP7W New YORK RETURN TO the circulation desk of any University of California Library or to the NORTHERN REGIONAL LIBRARY FACILITY Bldg. 400, Richmond Field Station University of California Richmond, CA 94804-4698 ALL BOOKS MAY BE RECALLED AFTER 7 DAYS 2-month loans may be renewed by calling (510)642-6753 1-year loans may be recharged by bringing books to NRLF Renewals and recharges may be made 4 days prior to due date DUE AS STAMPED BELOW SENT ON ILL SEP 2 2 2004 U. C. BERKELEY DD20 1M 3-02