Structural Theory and Design, Volume 2 |
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Page 502
John McHardy Young. column loads being the reactions and the earth pressure the distributed load , and the assumption ... distributed and uneven settlement minimized . Example ( Fig . 14.16 ) . q value ton per sq . ft . Total load on ...
John McHardy Young. column loads being the reactions and the earth pressure the distributed load , and the assumption ... distributed and uneven settlement minimized . Example ( Fig . 14.16 ) . q value ton per sq . ft . Total load on ...
Page 536
... Load on analogous column = Επ 4 MX EI Ms × 2 do Επ 4WD2 = sin20 de 16 EI Επ WD2 8EI ( 1 - cos 20 ) do 0 WD2 sin 20 ... distributed load lb./in.2 , P t b = = = concentrated load ( lb. ) , thickness ( in . ) , sides in in . , where b > a ...
... Load on analogous column = Επ 4 MX EI Ms × 2 do Επ 4WD2 = sin20 de 16 EI Επ WD2 8EI ( 1 - cos 20 ) do 0 WD2 sin 20 ... distributed load lb./in.2 , P t b = = = concentrated load ( lb. ) , thickness ( in . ) , sides in in . , where b > a ...
Page 537
... load : M = wab2 8 at2 Ꮓ = 6 ' f = 3b2w 12 ( 2 ) Plate supported on four edges ; uniformly distributed load : where d = f = Cx a2b2w = C d2w X 2t2 ( a2 + b2 ) ... load , w = uniform distributed 6d + 15t MISCELLANEOUS STRUCTURAL PROBLEMS 537.
... load : M = wab2 8 at2 Ꮓ = 6 ' f = 3b2w 12 ( 2 ) Plate supported on four edges ; uniformly distributed load : where d = f = Cx a2b2w = C d2w X 2t2 ( a2 + b2 ) ... load , w = uniform distributed 6d + 15t MISCELLANEOUS STRUCTURAL PROBLEMS 537.
Contents
REDUNDANT FRAMED STRUCTURES Methods | 310 |
ARCHES Comparison of various types analysis of three | 316 |
PORTALS AND RIGID FRAMES Lattice type portals | 366 |
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1+sin Air-dried 12 analysis angle applied B.M. diagram beam bearing value bending bolts bridge cable calculated cantilever cent centre clay coefficient column compression concrete connexions contraflexure deflexion depth diameter distance effect elastic equations factor of safety formula foundations friction ft.-tons girder Green Air-dried Hardy Cross Hence hinged horizontal in.-tons influence line joint length link polygon maximum method moisture content moment of inertia parabolic arch parallel to grain plane plates portal frame Pre-stressed reaction locus redundant resistance rigid frame rivets safe load sample sand shear strength shear stress shown in Fig slope Soil Mechanics span stanchion statically statically indeterminate steel stiffnesses strain energy Structural Engineer subsoil supported tension thrust timber tons per sq unit load V₁ vertical load voussoir W₁ wall weight welds width wind pressure ΕΙ