Moving Loads On Railway Underbridges Including Diagrams of Bending Moments And
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To quickly assess the difficulty of the text, read a short excerpt:
Tons.
Tons. 36-50 Feet. To 7-5 Tons.
Tons.
Tons. 36-50 10 c" & d" 36-50 13-69 45-62 10 d' and e' 36-50 13-69 45-62 15 c" & d" 36-50 9-12 54-75 15 d' and e' 36-50 9-12 54-75 20 c"e" 54-75 20-53 68-44 20 c' e' 54-75 26-53 68-44 25 c"e" 54-75 16-42 76-65 25 b'e' 63-75 24-44 78-62 30 c"-f" 68-50 25-93 85-14 30 a' e' 72-75 28-99 87-52 35 c"g" 82-25 34-88 94-74 35 a'e' 72-75 24-85 95-80 40 c"h" 96-00 43-48 105-04 40 ie' 86-50 34-56 103-88 50 c"i" 109-75 46-67 126-16 50 ge' 114-00 52-69 122-61 60 c"b ...127-75 55-39 144-72 60 fe' 127-75 56-24 143-02 70 c"c 146-00 64-61 162-78 80 c"d 164-25 73-12 182-26 90 c"e 182-50 81-38 202-24 100 c"g 210-00 99-32 221-37 100 a e' 200-05 90-09 220-82 110 c"i 237-50 116-78 241 44 120 c" a' 246-50 115-83 261-34 130 c" V 255-50 115-49 280-02 140 c"d' 292-00 142-52 298-96 150 c" c' 310-25 150-79 318-92 150 c"e' 310-25 151-33 317-84 64 MOVING LOADS ON RAILWAY UNDERBRIDGES.
course, be the greater of the two values given in columns 5 and 10, Table IV. From a diagram thus obtained the equivalent uniform load for any span can be scaled off at once.
What to read after Moving Loads On Railway Underbridges Including Diagrams of Bending Moments And?
You can find similar books in the "Read Also" column, or choose other free books by Harry Bamford to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
Tons.
Tons. 36-50 Feet. To 7-5 Tons.
Tons.
Tons. 36-50 10 c" & d" 36-50 13-69 45-62 10 d' and e' 36-50 13-69 45-62 15 c" & d" 36-50 9-12 54-75 15 d' and e' 36-50 9-12 54-75 20 c"e" 54-75 20-53 68-44 20 c' e' 54-75 26-53 68-44 25 c"e" 54-75 16-42 76-65 25 b'e' 63-75 24-44 78-62 30 c"-f" 68-50 25-93 85-14 30 a' e' 72-75 28-99 87-52 35 c"g" 82-25 34-88 94-74 35 a'e' 72-75 24-85 95-80 40 c"h" 96-00 43-48 105-04 40 ie' 86-50 34-56 103-88 50 c"i" 109-75 46-67 126-16 50 ge' 114-00 52-69 122-61 60 c"b ...127-75 55-39 144-72 60 fe' 127-75 56-24 143-02 70 c"c 146-00 64-61 162-78 80 c"d 164-25 73-12 182-26 90 c"e 182-50 81-38 202-24 100 c"g 210-00 99-32 221-37 100 a e' 200-05 90-09 220-82 110 c"i 237-50 116-78 241 44 120 c" a' 246-50 115-83 261-34 130 c" V 255-50 115-49 280-02 140 c"d' 292-00 142-52 298-96 150 c" c' 310-25 150-79 318-92 150 c"e' 310-25 151-33 317-84 64 MOVING LOADS ON RAILWAY UNDERBRIDGES.
course, be the greater of the two values given in columns 5 and 10, Table IV. From a diagram thus obtained the equivalent uniform load for any span can be scaled off at once.
What to read after Moving Loads On Railway Underbridges Including Diagrams of Bending Moments And?
You can find similar books in the "Read Also" column, or choose other free books by Harry Bamford to read onlineMoreLess
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