An Encyclopaedia of Architecture, Historical, Theoretical, & PracticalLongmans, Green, and Company, 1891 - 1443 pages |
From inside the book
Results 6-10 of 82
Page 428
... iron , are tested , the more will our knowledge of their strength be increased , and we shall be less dependent upon theories . ( J. Slater , 1887 ) . As an instance , put forward so long since as 1871-72 by Captain ( now Colonel ) ...
... iron , are tested , the more will our knowledge of their strength be increased , and we shall be less dependent upon theories . ( J. Slater , 1887 ) . As an instance , put forward so long since as 1871-72 by Captain ( now Colonel ) ...
Page 430
... iron beam , a contrary principle to that obtained in cast iron . W x 8 WI 88d Wr 2sd W = 150x1 = 100 16294. To find the area of either of the flanges at the centre of a girder supported at both ends , the formula is = a . Here W ...
... iron beam , a contrary principle to that obtained in cast iron . W x 8 WI 88d Wr 2sd W = 150x1 = 100 16294. To find the area of either of the flanges at the centre of a girder supported at both ends , the formula is = a . Here W ...
Page 432
... iron strutches . 1629r . Mr. Cubitt experimented on an equal flanged cast iron girder , 27 feet long , 10 inches deep , and 4 inches broad across the flanges ; the rods were 1 inch diameter . When the ends of the rods were placed above ...
... iron strutches . 1629r . Mr. Cubitt experimented on an equal flanged cast iron girder , 27 feet long , 10 inches deep , and 4 inches broad across the flanges ; the rods were 1 inch diameter . When the ends of the rods were placed above ...
Page 434
... iron beam . " Hodgkinson ( Experimental Researches , 1846 , p . 484-94 ) states that the position of the neutral axis in cast iron rectangular beams , at the time of fracture , is situated at about of the whole depth of the beam below ...
... iron beam . " Hodgkinson ( Experimental Researches , 1846 , p . 484-94 ) states that the position of the neutral axis in cast iron rectangular beams , at the time of fracture , is situated at about of the whole depth of the beam below ...
Page 437
... iron cannot bear more than one - sixth of its load , without being permanently altered . These data apply only where ... iron are nearly as the velocity of impact , and those on cast iron greater in proportion to the velocity . The ...
... iron cannot bear more than one - sixth of its load , without being permanently altered . These data apply only where ... iron are nearly as the velocity of impact , and those on cast iron greater in proportion to the velocity . The ...
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Common terms and phrases
15th century aisles arch architect architecture axis base beam breadth bricks building built called cast iron Castle cathedral cement centre of gravity chapel choir church circle circumference colour columns construction Corinthian order cube cubic foot curve decorated describe diameter dome Doric order draw edifices ellipsis employed entablature equal erected examples extrados feet flange front girder Gothic granite half height horizontal inches joints length lime limestone marble material mortar mouldings nave obtained oolite ornaments palace parallel parallelogram perpendicular piers placed plane plates portico Portland stone Prop proportion pyramid quarries radius rectangle ribs right angles right line Roman Roman architecture Rome roof sand sandstone side similar sofite solid square stone strength style surface tangent temple thickness tiles timber tons tower transepts triangle upper vault vertical Vitruvius voussoirs walls whereof width wood