FREE BOOKS

Author's List




PREV.   NEXT  
|<   197   198   199   200   201   202   203   204   205   206   207   208   209   210   211   212   213   214   215   216   217   218   219   220   221  
222   223   224   225   226   227   228   229   230   231   232   233   234   235   236   237   238   239   240   241   242   243   244   245   246   >>   >|  
., to be drawn with the means at the draughtsman's disposal. Draw a curve as shown in fig. 72 with arcs of the length l_1, l_2, l_3, &c., and with the radii r_1, r_2, &c. (note, for a length 1/2l_1 at each end the radius will be infinite, and the curve must end with a straight line tangent to the last arc), then let v be the measured deflection of this curve from the straight line, and V the actual deflection of the bridge; we have V = av/b, approximately. This method distorts the curve, so that vertical ordinates of the curve are drawn to a scale b times greater than that of the horizontal ordinates. Thus if the horizontal scale be one-tenth of an inch to the foot, a = 120, and a beam 100 ft. in length would be drawn equal to 10 in.; then if the true radius at the centre were 10,000 ft., this radius, if the curve were undistorted, would be on paper 1000 in., but making b = 50 we can draw the curve with a radius of 20 in. The vertical distortion of the curve must not be so great that there is a very sensible difference between the length of the arc and its chord. This can be regulated by altering the value of b. In fig. 72 distortion is carried too far; this figure is merely used as an illustration. 38. _Camber._--In order that a girder may become straight under its working load it should be constructed with a camber or upward convexity equal to the calculated deflection. Owing to the yielding of joints when a beam is first loaded a smaller modulus of elasticity should be taken than for a solid bar. For riveted girders E is about 17,500,000 lb per sq. in. for first loading. W.J.M. Rankine gives the approximate rule Working deflection = [delta] = l squared/10,000h, where l is the span and h the depth of the beam, the stresses being those usual in bridgework, due to the total dead and live load. (W. C. U.) [1] For the ancient bridges in Rome see further ROME: _Archaeology_, and such works as R. Lanciani, _Ruins and Excavations of Ancient Rome_ (Eng. trans., 1897), pp. 16 foll. BRIDGET, SAINT, more properly BRIGID (c. 452-523), one of the patron saints of Ireland, was born at Faughart in county Louth, her father being a prince of Ulster. Refusing to marry, she chose a life of seclusion, making her cell, the first in Ireland, under a large oak tree, whence the place was called Kil-dara, "the church of the oak." The city of Kildare is supposed to derive its name from St Brigid's cell. The year of her death is g
PREV.   NEXT  
|<   197   198   199   200   201   202   203   204   205   206   207   208   209   210   211   212   213   214   215   216   217   218   219   220   221  
222   223   224   225   226   227   228   229   230   231   232   233   234   235   236   237   238   239   240   241   242   243   244   245   246   >>   >|  



Top keywords:
length
 

deflection

 
radius
 

straight

 
ordinates
 

vertical

 

horizontal

 
making
 

distortion

 

Ireland


Archaeology
 

bridges

 

Lanciani

 

ancient

 

approximate

 
Working
 

Rankine

 
loading
 
squared
 

bridgework


stresses

 

Excavations

 

Faughart

 

called

 

seclusion

 

church

 

Brigid

 

Kildare

 

supposed

 

derive


Refusing
 

BRIDGET

 

properly

 
BRIGID
 

father

 

prince

 

Ulster

 

county

 
patron
 
saints

Ancient

 

distorts

 
greater
 

centre

 

undistorted

 

method

 

approximately

 

draughtsman

 

disposal

 

actual