Structural Theory and Design, Volume 2 |
From inside the book
Results 1-3 of 20
Page 305
... coefficients for CB , CD , and CA are as AD , DC , and DB respec- tively , but opposite in sign . Distribution Load 4 tons ( all forces in tons ) Joint D ( 1 ) Joint C ( 2 ) Member AD Coefficient -0.237 DC +0.68375 Dist . -0.948 +2.75 ...
... coefficients for CB , CD , and CA are as AD , DC , and DB respec- tively , but opposite in sign . Distribution Load 4 tons ( all forces in tons ) Joint D ( 1 ) Joint C ( 2 ) Member AD Coefficient -0.237 DC +0.68375 Dist . -0.948 +2.75 ...
Page 399
... coefficients for determining the support moments for various loading conditions in preliminary calculations are given in ... coefficient of shrinkage per unit length should be taken as 0.0003 and the effects of this and of temperature ...
... coefficients for determining the support moments for various loading conditions in preliminary calculations are given in ... coefficient of shrinkage per unit length should be taken as 0.0003 and the effects of this and of temperature ...
Page 413
... Coefficient 0 Coefficient 5 ° 0.173 50 ° 0.965 10 ° 0.337 55 ° 0.980 15 ° 0.486 60 ° 0.990 20 ° 0.612 65 ° 0.993 25 ° 0.718 70 ° 0.998 26 ° 34 ' ( 1 in 2 ) 0.745 75 ° 0.999 30 ° 0.800 80 ° 35 ° 0.863 85 ° 1.000 40 ° 0.910 90 ° 45 ...
... Coefficient 0 Coefficient 5 ° 0.173 50 ° 0.965 10 ° 0.337 55 ° 0.980 15 ° 0.486 60 ° 0.990 20 ° 0.612 65 ° 0.993 25 ° 0.718 70 ° 0.998 26 ° 34 ' ( 1 in 2 ) 0.745 75 ° 0.999 30 ° 0.800 80 ° 35 ° 0.863 85 ° 1.000 40 ° 0.910 90 ° 45 ...
Contents
REDUNDANT FRAMED STRUCTURES Methods | 310 |
ARCHES Comparison of various types analysis of three | 316 |
PORTALS AND RIGID FRAMES Lattice type portals | 366 |
Copyright | |
7 other sections not shown
Other editions - View all
Common terms and phrases
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