An Encyclopaedia of Architecture, Historical, Theoretical, & PracticalLongmans, Green, and Company, 1891 - 1443 pages |
From inside the book
Page 426
... inches . The rib was 266 inch thick , and the total depth 54 inches . The constant or C was found to be 514 for cwts . , or 26 for tons . ( Warr . ) 1629a . It will scarcely be within our province to describe all the forms of sections ...
... inches . The rib was 266 inch thick , and the total depth 54 inches . The constant or C was found to be 514 for cwts . , or 26 for tons . ( Warr . ) 1629a . It will scarcely be within our province to describe all the forms of sections ...
Page 427
... inches by 3 inches and inch thick , would break with a strain of 9 tons . A simple web plate girder , with angle irons top and bottom ( fig . 613k . ) , gives C = 60 ; a plate on top and bottom in addition ( fig 613 / . ) gives C = 75 ...
... inches by 3 inches and inch thick , would break with a strain of 9 tons . A simple web plate girder , with angle irons top and bottom ( fig . 613k . ) , gives C = 60 ; a plate on top and bottom in addition ( fig 613 / . ) gives C = 75 ...
Page 428
... inches square = 169 square inches area . Ultimate stress 331,260 lbs . 1960 lbs . per square inch . or 147 88 tons = 126'04 tons per square foot . Deflection * 642 . Gave way at knots 2 feet 9 inches from centre . Red Dantzic fir was ...
... inches square = 169 square inches area . Ultimate stress 331,260 lbs . 1960 lbs . per square inch . or 147 88 tons = 126'04 tons per square foot . Deflection * 642 . Gave way at knots 2 feet 9 inches from centre . Red Dantzic fir was ...
Page 429
... inches ad C = 26 1 inch s = W tons . ad C - 2-166 I feet - W tons . Here 514 cwts . may be used for side castings , or 536 cwts , for erect castings . The other 514 cwts . 20 for tons 257 , called 26 tons ; 536 20 quantities are ...
... inches ad C = 26 1 inch s = W tons . ad C - 2-166 I feet - W tons . Here 514 cwts . may be used for side castings , or 536 cwts , for erect castings . The other 514 cwts . 20 for tons 257 , called 26 tons ; 536 20 quantities are ...
Page 430
... inches ; cr = 60 for less depth , as 7 inches . tons , when d is more than and the area of the top flange is 1.75 of the bottom flange . Here a area of bottom flange in inches ; some calculators deduct the rivet holes from its total ...
... inches ; cr = 60 for less depth , as 7 inches . tons , when d is more than and the area of the top flange is 1.75 of the bottom flange . Here a area of bottom flange in inches ; some calculators deduct the rivet holes from its total ...
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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