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  • The Freemasons' Monthly Magazine
  • Aug. 27, 1859
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  • FALLACIOUS VIEWS OF THE CRAFT.
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The Freemasons' Monthly Magazine, Aug. 27, 1859: Page 3

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Fallacious Views Of The Craft.

all they propose is , to determine the velocity or flowing , wherewith a generated quantity increases , ancl to sum up all that has been generated or described by tho continually variable fluxion . On these two bases fluxions stand . Here follow two of Mr . Murdoch's instances : — 1 st . — -A heavy body descends perpendicularly , 1 G-12 feet

in a second , aucl at the end of this time has acquired a velocity of 32 * 0 feet in a second , which is accurately known ; at any given distance then the body fell , take the point A in the right line , and the velocity of the falling body in the point may be truly computed ; but the velocity in any point above A , at ever so small a distance , will be less than in A ,

and the velocity at any point below A , tit the least possible distance , will be greater than in A . It is therefore plain , that in the point A the body has a certain determined velocity which belongs to no other point in the whole line . Now this velocity is the fluxion of that right line in the point A , and with it the body would proceed , if gravity acted no longer on the body ' s arrival at A .

2 nd . —Take a glass tube open at both ends , whose concavity is of different diameters iu different places , and immerse it iu a stream till the water fills the tube and flows through it ; then in different parts of the tube the velocity of the water will be as the squares of the diameters , and' of consequence different . Suppose then in any marked place a plane to pass through the

tube perpendicular to the axis , or to the motion of the water , and of consequence the water will pass through this section with a certain determined velocity . But if another section be drawn ever so near the former , the water , by reason of the different diameters , will flow through this with a velocity different from what it did at- the former ; and therefore to

one section of the tube , or single point onl y , the determinate velocity belongs . It is the fluxion of the space which the fluid describes at that section , and ivith that uniform velocit y the fluid would continue to move , if the diameter was the same to the end of the tube .

3 rd . —If a hollow cylinder bo filled with water , to flow freely out through a hole at the bottom , the velocity of the effluent will bo as the height of the water ; and since the surface of the incumbent fluid descends without stop , the velocity of the stream will decrease , till the effluent be all out . There can then be no two moments of time succeeding

each other over so nearly , wherein the velocity of tlie water is the same ; and of consequence the velocity at any given point belongs onl y fco that particular indivisible moment of time . Now this is accurately the fluxion of the fluid then flowing ; and if , at that instant , more water was poured into the cylinder to make the surface keep its placethe effluent

, would retain its velocity , and still be the fluxion ofthe fluid . Such are the operations of nature , and they visibly confirm the nature of fluxion . It is from hence quite clear thafc the fluxion of a generated quantity cannot retain any one determined value , for the least space of time whatever , but the moment it arrives

at that value , the same moment it loses it again . The fluxion of such quantity can only pass gradually and successivel y through the indefinite degrees , contained between tlie two extreme values , which are the limits thereof during the generation of the fluent , in case the fluxion be variable . -But then , though a determinate degree of fluxion does not

continue at all , yet at every determinate indivisible moment of time , every fluent has some determinate degree of fluxion whose abstract value is determinate in itself ; though the fluxion has no determined value for the least space of time whatever . To find its value then , that is , the ratio one fluxion has to anoher , is a problem strictly geometrical ,

not-Avithstanding anti-mathematicians have declared the contrary . Mr . Murdoch ' s was a most ingenious and new method of determinating expeditiousl y the tangents of curved lines ,

which a mathematical reader often finds a very prolix calculus in the common way ; and as the determination of the tangents of curves is of tho greatest use , because such determinations exhibit the gradations of curvilinear spaces , au easy method in doing the thing , is a promotion of geometry in the best manner .

The rule is this : —Suppose B D E the curve , B C the abcissa = x , C D the ordinate == y , AB the tangent line = I , and the nature of the curve be such that the greatest power of y ordinate be ou one side of the equation ; then y * — — ar , x x y- \ -xyy - « + a ay — a a 4- a , x x — ay y ; but if the greatest power of y be wanting , the terms must be put = O .

Then make a fraction and a numerator ; the numerator , by taking all the terms wherein the known quantity is , with all their signs , and if the known quantity be of one dimension , to prefix unity ; and if two , 2 ; if of three , 3 ; and you will have — 3 a -j- 2 a a y — 2 a x x , a x x — a y y . The fraction , by assuming the terms wherein the abcissa x

occurs , and retaining the . signs , ancl if the quantity a ; be of one dimension , to prefix unity , as above , & c , and then it will be 3 ar' — 2 x x y + x yy — a a -j- 2 a x x ; then diminish each of these by x , aud the denominator will be 3 a * a ; — 2 x y + y // — a a -f 2 a x . This fraction is equal to ABand

therefore—, , _ — 3 of + 2 aay — 2 act , x -f axx — ayy . 3 xx — 2 x y x y y — a a + 2 « x . In this easy way may the tangents of ail geometrical curves be exhibited ; and I add , by the same method , if the scholar be skilful , may the tangents of infinite mechanical curves be determined .

Voices From Ruins.

VOICES FROM RUINS .

MOST people are probably aware ot the existence throughout Ireland of a number of ancient buildings , which are from , their form ordinarily called " round towers , " although the learned have named them variously "baal or beel towers , " " fire towers , " " ivatch towers , " " tower of penitence "—all which names tire referable respectively to the theories that have been promulgated respecting the origin of these singular

structures . These towers are at present about ninety in number , some of them advancing rapidl y towards decay , but others likely to endure for many centuries to come . Wo may here mention one or two peculiarities common to them , all . The first is that they stand beside some ancient church , or on tlie site of some ancient burial groundof which

tradi-, tion merely speaks . The second is , that they are all perfectly round , tapering upwards from the base , ancl surmounted by a hollow overlapping cone . They are all built after the manner known by the technical p hrase " sprawled rubble "—that is to say , of round stones , between the interstices of which are smaller stoneshammered in to the cement

, or mortar . Conjecture has lost itself in endeavouring to assign a date and purpose to these strange exemplars of adefunct architecture . There is , however , a period from which investigation may go back . Giraldus Cambrcnsis , who lived

“The Freemasons' Monthly Magazine: 1859-08-27, Page 3” Masonic Periodicals Online, Library and Museum of Freemasonry, 8 June 2025, django:8000/periodicals/mmr/issues/mmr_27081859/page/3/.
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Title Category Page
FALLACIOUS VIEWS OF THE CRAFT. Article 1
VOICES FROM RUINS. Article 3
RANDOM THOUGHTS. Article 5
MASONRY IN FRANCE. Article 6
THE OBJECT OF FREEMASONRY. Article 7
OLD ROCHESTER BRIDGE. Article 7
MASONIC NOTES AND QUERIES. Article 7
Poetry. Article 10
CORRESPONDENCE. Article 10
THE STORY OF CHICHESTER CROSS. Article 12
ARCHEOLOGY. Article 12
Literature. Article 13
THE MASONIC MIRROR. Article 14
ROYAL ARCH. Article 17
SCOTLAND. Article 17
COLONIAL. Article 17
INDIA. Article 18
AMERICA. Article 18
THE WEEK. Article 19
TO CORRESPONDENTS. Article 20
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Note: This text has been automatically extracted via Optical Character Recognition (OCR) software.

Fallacious Views Of The Craft.

all they propose is , to determine the velocity or flowing , wherewith a generated quantity increases , ancl to sum up all that has been generated or described by tho continually variable fluxion . On these two bases fluxions stand . Here follow two of Mr . Murdoch's instances : — 1 st . — -A heavy body descends perpendicularly , 1 G-12 feet

in a second , aucl at the end of this time has acquired a velocity of 32 * 0 feet in a second , which is accurately known ; at any given distance then the body fell , take the point A in the right line , and the velocity of the falling body in the point may be truly computed ; but the velocity in any point above A , at ever so small a distance , will be less than in A ,

and the velocity at any point below A , tit the least possible distance , will be greater than in A . It is therefore plain , that in the point A the body has a certain determined velocity which belongs to no other point in the whole line . Now this velocity is the fluxion of that right line in the point A , and with it the body would proceed , if gravity acted no longer on the body ' s arrival at A .

2 nd . —Take a glass tube open at both ends , whose concavity is of different diameters iu different places , and immerse it iu a stream till the water fills the tube and flows through it ; then in different parts of the tube the velocity of the water will be as the squares of the diameters , and' of consequence different . Suppose then in any marked place a plane to pass through the

tube perpendicular to the axis , or to the motion of the water , and of consequence the water will pass through this section with a certain determined velocity . But if another section be drawn ever so near the former , the water , by reason of the different diameters , will flow through this with a velocity different from what it did at- the former ; and therefore to

one section of the tube , or single point onl y , the determinate velocity belongs . It is the fluxion of the space which the fluid describes at that section , and ivith that uniform velocit y the fluid would continue to move , if the diameter was the same to the end of the tube .

3 rd . —If a hollow cylinder bo filled with water , to flow freely out through a hole at the bottom , the velocity of the effluent will bo as the height of the water ; and since the surface of the incumbent fluid descends without stop , the velocity of the stream will decrease , till the effluent be all out . There can then be no two moments of time succeeding

each other over so nearly , wherein the velocity of tlie water is the same ; and of consequence the velocity at any given point belongs onl y fco that particular indivisible moment of time . Now this is accurately the fluxion of the fluid then flowing ; and if , at that instant , more water was poured into the cylinder to make the surface keep its placethe effluent

, would retain its velocity , and still be the fluxion ofthe fluid . Such are the operations of nature , and they visibly confirm the nature of fluxion . It is from hence quite clear thafc the fluxion of a generated quantity cannot retain any one determined value , for the least space of time whatever , but the moment it arrives

at that value , the same moment it loses it again . The fluxion of such quantity can only pass gradually and successivel y through the indefinite degrees , contained between tlie two extreme values , which are the limits thereof during the generation of the fluent , in case the fluxion be variable . -But then , though a determinate degree of fluxion does not

continue at all , yet at every determinate indivisible moment of time , every fluent has some determinate degree of fluxion whose abstract value is determinate in itself ; though the fluxion has no determined value for the least space of time whatever . To find its value then , that is , the ratio one fluxion has to anoher , is a problem strictly geometrical ,

not-Avithstanding anti-mathematicians have declared the contrary . Mr . Murdoch ' s was a most ingenious and new method of determinating expeditiousl y the tangents of curved lines ,

which a mathematical reader often finds a very prolix calculus in the common way ; and as the determination of the tangents of curves is of tho greatest use , because such determinations exhibit the gradations of curvilinear spaces , au easy method in doing the thing , is a promotion of geometry in the best manner .

The rule is this : —Suppose B D E the curve , B C the abcissa = x , C D the ordinate == y , AB the tangent line = I , and the nature of the curve be such that the greatest power of y ordinate be ou one side of the equation ; then y * — — ar , x x y- \ -xyy - « + a ay — a a 4- a , x x — ay y ; but if the greatest power of y be wanting , the terms must be put = O .

Then make a fraction and a numerator ; the numerator , by taking all the terms wherein the known quantity is , with all their signs , and if the known quantity be of one dimension , to prefix unity ; and if two , 2 ; if of three , 3 ; and you will have — 3 a -j- 2 a a y — 2 a x x , a x x — a y y . The fraction , by assuming the terms wherein the abcissa x

occurs , and retaining the . signs , ancl if the quantity a ; be of one dimension , to prefix unity , as above , & c , and then it will be 3 ar' — 2 x x y + x yy — a a -j- 2 a x x ; then diminish each of these by x , aud the denominator will be 3 a * a ; — 2 x y + y // — a a -f 2 a x . This fraction is equal to ABand

therefore—, , _ — 3 of + 2 aay — 2 act , x -f axx — ayy . 3 xx — 2 x y x y y — a a + 2 « x . In this easy way may the tangents of ail geometrical curves be exhibited ; and I add , by the same method , if the scholar be skilful , may the tangents of infinite mechanical curves be determined .

Voices From Ruins.

VOICES FROM RUINS .

MOST people are probably aware ot the existence throughout Ireland of a number of ancient buildings , which are from , their form ordinarily called " round towers , " although the learned have named them variously "baal or beel towers , " " fire towers , " " ivatch towers , " " tower of penitence "—all which names tire referable respectively to the theories that have been promulgated respecting the origin of these singular

structures . These towers are at present about ninety in number , some of them advancing rapidl y towards decay , but others likely to endure for many centuries to come . Wo may here mention one or two peculiarities common to them , all . The first is that they stand beside some ancient church , or on tlie site of some ancient burial groundof which

tradi-, tion merely speaks . The second is , that they are all perfectly round , tapering upwards from the base , ancl surmounted by a hollow overlapping cone . They are all built after the manner known by the technical p hrase " sprawled rubble "—that is to say , of round stones , between the interstices of which are smaller stoneshammered in to the cement

, or mortar . Conjecture has lost itself in endeavouring to assign a date and purpose to these strange exemplars of adefunct architecture . There is , however , a period from which investigation may go back . Giraldus Cambrcnsis , who lived

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