An Encyclopædia of Architecture, Historical, Theoretical, & PracticalLongmans, Green, 1888 - 1443 Seiten |
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Seite 433
... flange , the length , load , and depth being given . 7 feet permanent load in tons distributed d inches a inches ... flange , the length and load being given . For D girder , 1 P = d x a . VII . To find the area of the top flange . For E ...
... flange , the length , load , and depth being given . 7 feet permanent load in tons distributed d inches a inches ... flange , the length and load being given . For D girder , 1 P = d x a . VII . To find the area of the top flange . For E ...
Seite 434
... flange of a cast iron girder must be rather more than of the bottom flange , to keep the position of the neutral axis at of the depth . In sudden factures it was from to of the depth . 1630. Tredgold , Iron . 1st edit . 1822 , p . 53 ...
... flange of a cast iron girder must be rather more than of the bottom flange , to keep the position of the neutral axis at of the depth . In sudden factures it was from to of the depth . 1630. Tredgold , Iron . 1st edit . 1822 , p . 53 ...
Seite 435
... flanges are not equal , and the girder is not parallel , deflection . III . When the beam has no top flange , and the depth varies , = 12 30 d = deflection ( Gregory ) . == BWC = 163Ch . The formulæ given by Hurst , Handbook , & c . for ...
... flanges are not equal , and the girder is not parallel , deflection . III . When the beam has no top flange , and the depth varies , = 12 30 d = deflection ( Gregory ) . == BWC = 163Ch . The formulæ given by Hurst , Handbook , & c . for ...
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