Elementary Structural Problems in Steel and Timber |
Contents
PART ISTEEL STRUCTURES | 1 |
Efficiency of Tension Angles with or without Lugs | 7 |
EyeBar Subjected to Tension and Bending Due to Its Own Weight | 15 |
Copyright | |
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Elementary Structural Problems in Steel and Timber Clarence Richard Young,Carson F. Morrison No preview available - 1949 |
Common terms and phrases
applied area required assumed axial load bearing bending bottom flange bracket centre to centre centric axial column compression members compressive stress concentrated load connectors cover plate crane dead load deflection depth Design distance Douglas fir eccentricity effective fibre stress field rivets flange angles flexural stress floor beam gauge lines gravity axis gross area gross section gusset plate Hence holes horizontal I-beam in.³ inch inertia joists kips length live load maximum shear mid-span moment of inertia neutral axis number of rivets outstanding legs panel point permissible stress plane plate girder purlin radius of gyration reaction reinforced roof safe resistance shearing stress shown in Fig slab snow load spacing span Spec splice plates steel stress due stringer Table tensile stress tension flange Tension Member thickness tie rod timber top flange transverse truss uniformly distributed load Warren truss weight wheel width