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  • March 1, 1878
  • Page 37
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The Masonic Magazine, March 1, 1878: Page 37

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    Article ON THE TESTING AND STRENGTH OF RAILWAY MATERIALS, &c. ← Page 4 of 5 →
Page 37

Note: This text has been automatically extracted via Optical Character Recognition (OCR) software.

On The Testing And Strength Of Railway Materials, &C.

is usually stipulated in the specification that the whole lot may be rejected if this one , 0 r at most a second , do not stand the trial , as several English makers have found to their cost . Some of these tests are very severe : such is that required by the Austrian Soi'them Railway , according to ivhich all five-inch steel axles , when set on supports nearly 5 ft . apart , must undergo blosvs from a weight of about 7 cwt ., foiling from a lieieht of nearly 19 ft ., increased by two feet from each successive UOAV . In this ivay it

must withstand a bend of 9 in ., the operation being continued until the axle has ivithstood more than six thousand foot pounds . A lighter test is that of the Southern Railway Company , Avho require for their 4 | - in . steel axles that , Avith a distance between the supports of nearly 5 ft ., they shall withstand a bend of more than 9-fin ., under a 7 cwt . monke }' , falling from a height of nearly 15 ft . They must then allow themselves to be bent back straig ht in a same manner Avithout breaking . In fact , almost every other company ' s engineer has a different test , differing as to the distance between the

supports , the Aveight of the monkey , and the height of its fall . The texture of commercial iron varies greatly according to its mode of manufacture . Pure iron , which has been formed and rolled equally in all directions , exhibits a texture of very small brilliant grains , but Avhen drawn out into bars its texture is fibrous , the fibres always running in the direction of the bar which may be readily proved by breaking it . The fibrous texture is more tenacious than the granular , and bears a greater tensile strain

without breaking . Iron of a fibrous nature sometimes changes into the granular when subject to much "vibration , as rods in suspension bridges , & c . Its tensile power then rapidly diminishes . It is Avell known to manufacturers and to many others , that steel of the strength of 33 to 36 tons per inch can be made , and is made in large quantities at moderate prices , possessing all the toughness and malleability required in engineering structures . We

have this on the authority of Mr . W . H . Barlow , and yet engineers , as a rule in England , do not seem to take kindly to it—for bridge building at any rate—in this respect we are behind our American friends . The malleability of steel will be shown by the following test : —

A jfiece of rail Aveighing SOlb . per yard , and 12 ft . in length , Avas held by one end , and twisted at the other until it made 6 f complete revolutions before it broke . The fracture occurred at one end , leaving about lift , of the rail in the twisted form Avhich had been g iven to it . In this tivisted state the rail Avas laid on two bearings , 3 ft . Gin . apart , and subjected to the UOAVS of 1 ton Aveight falling 30 ft ., and it bore one of these bloivs without breaking . Mr . Barloiv gives the limiting span of a girder in iron at 5

tons per inch strain as 600 ft ,, and in steel at 8 tons per inch strain as 900 ft . We can obtain an idea of the effect of introducing steel by this , and Mr . Barlow says , assuming a load in addition to the Aveight of the girder of one ton to the foot , the relative weig hts under these circumstances would be : —

Weight of Steel ^ Veigll ^ . of Iron Span . girder in tons . girder hi tons 200 , 57 100 300 150 300 400 320 800 With these facts before ussurely we ought to turn our attention to this metaland

, , get the Board of Trade to state a limiting strain as they do in iron . MALLEABLE CAST IRON . In 1804 , Mr . Samual Lucas , of Sheffield , patented a mode of producing malleable cast iron , his specification clearly showing the theory of conversion , and the firm Echvard Lucas and Sonof Dronfield Foundryare still engaged in its manufacture

, , , The colour , both of external , and that of fractured specimens approach that of steel . The " malleableized " metal takes readily a very fine polish , Avhich is not easily destroyed , upon exposure to moisture . Malleable cast iron is easily stamped , clraAvn , and hammered Without heating . It can also be worked ivell under the hammer at a , IOAV heat , and at

“The Masonic Magazine: 1878-03-01, Page 37” Masonic Periodicals Online, Library and Museum of Freemasonry, 23 May 2025, django:8000/periodicals/mmg/issues/mmg_01031878/page/37/.
  • List
  • Grid
Title Category Page
Monthly Masonic Summary. Article 1
AN HERMETIC WORK. Article 2
PAPERS ON THE GREAT PYRAMID. Article 6
WHAT MATTER? Article 13
THE ADVENTURES OF DON PASQUALE. Article 14
EXTRACTS FROM THE MINUTE BOOKS OF THE CARMARTHEN LODGE. Article 16
"WOUNDED." Article 18
THE WORK OF NATURE IN THE MONTHS. Article 19
AMABEL VAUGHAN.* Article 25
ALEXANDER PUSCHKIN. Article 27
THE ANGEL. Article 28
WHAT HAST THOU TO DO WITH MY POOR NAME ? Article 29
I LOVED THEE. Article 30
AN ELEGY. Article 30
A HEART. Article 30
THE ORIGIN AND REFERENCES OF THE HERMESIAN SPURIOUS FREEMASONRY. Article 31
FREEMASONS' WIVES. Article 33
ON THE TESTING AND STRENGTH OF RAILWAY MATERIALS, &c. Article 34
THE TRUE HISTORY OF FREEMASONRY IN ENGLAND. Article 38
LOST AND SAVED ; OR NELLIE POWERS THE MISSIONARY'S DAUGHTER. Article 41
NOTES ON LITERATURE, SCIENCE AND ART. Article 44
A STORY OF CHINESE LOVE. Article 48
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Note: This text has been automatically extracted via Optical Character Recognition (OCR) software.

On The Testing And Strength Of Railway Materials, &C.

is usually stipulated in the specification that the whole lot may be rejected if this one , 0 r at most a second , do not stand the trial , as several English makers have found to their cost . Some of these tests are very severe : such is that required by the Austrian Soi'them Railway , according to ivhich all five-inch steel axles , when set on supports nearly 5 ft . apart , must undergo blosvs from a weight of about 7 cwt ., foiling from a lieieht of nearly 19 ft ., increased by two feet from each successive UOAV . In this ivay it

must withstand a bend of 9 in ., the operation being continued until the axle has ivithstood more than six thousand foot pounds . A lighter test is that of the Southern Railway Company , Avho require for their 4 | - in . steel axles that , Avith a distance between the supports of nearly 5 ft ., they shall withstand a bend of more than 9-fin ., under a 7 cwt . monke }' , falling from a height of nearly 15 ft . They must then allow themselves to be bent back straig ht in a same manner Avithout breaking . In fact , almost every other company ' s engineer has a different test , differing as to the distance between the

supports , the Aveight of the monkey , and the height of its fall . The texture of commercial iron varies greatly according to its mode of manufacture . Pure iron , which has been formed and rolled equally in all directions , exhibits a texture of very small brilliant grains , but Avhen drawn out into bars its texture is fibrous , the fibres always running in the direction of the bar which may be readily proved by breaking it . The fibrous texture is more tenacious than the granular , and bears a greater tensile strain

without breaking . Iron of a fibrous nature sometimes changes into the granular when subject to much "vibration , as rods in suspension bridges , & c . Its tensile power then rapidly diminishes . It is Avell known to manufacturers and to many others , that steel of the strength of 33 to 36 tons per inch can be made , and is made in large quantities at moderate prices , possessing all the toughness and malleability required in engineering structures . We

have this on the authority of Mr . W . H . Barlow , and yet engineers , as a rule in England , do not seem to take kindly to it—for bridge building at any rate—in this respect we are behind our American friends . The malleability of steel will be shown by the following test : —

A jfiece of rail Aveighing SOlb . per yard , and 12 ft . in length , Avas held by one end , and twisted at the other until it made 6 f complete revolutions before it broke . The fracture occurred at one end , leaving about lift , of the rail in the twisted form Avhich had been g iven to it . In this tivisted state the rail Avas laid on two bearings , 3 ft . Gin . apart , and subjected to the UOAVS of 1 ton Aveight falling 30 ft ., and it bore one of these bloivs without breaking . Mr . Barloiv gives the limiting span of a girder in iron at 5

tons per inch strain as 600 ft ,, and in steel at 8 tons per inch strain as 900 ft . We can obtain an idea of the effect of introducing steel by this , and Mr . Barlow says , assuming a load in addition to the Aveight of the girder of one ton to the foot , the relative weig hts under these circumstances would be : —

Weight of Steel ^ Veigll ^ . of Iron Span . girder in tons . girder hi tons 200 , 57 100 300 150 300 400 320 800 With these facts before ussurely we ought to turn our attention to this metaland

, , get the Board of Trade to state a limiting strain as they do in iron . MALLEABLE CAST IRON . In 1804 , Mr . Samual Lucas , of Sheffield , patented a mode of producing malleable cast iron , his specification clearly showing the theory of conversion , and the firm Echvard Lucas and Sonof Dronfield Foundryare still engaged in its manufacture

, , , The colour , both of external , and that of fractured specimens approach that of steel . The " malleableized " metal takes readily a very fine polish , Avhich is not easily destroyed , upon exposure to moisture . Malleable cast iron is easily stamped , clraAvn , and hammered Without heating . It can also be worked ivell under the hammer at a , IOAV heat , and at

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