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 | |
64 other sections not shown
Other editions - View all
Elementary Structural Problems in Steel and Timber Clarence Richard Young,Carson F. Morrison No preview available - 1949 |
Common terms and phrases
according adequate allowable angles applied assumed axial load base beam bearing bending bolt bottom capacity carries centre to centre chord column combined compression compressive stress concentrated connection considered consists cover plates crane dead load deflection depth Design determined diagonal distance eccentricity effective equal equivalent existing face fillet Find flange flexural floor follows force girder give gravity gross area gusset Hence holes horizontal in.³ inch indicated inertia joint lateral legs length less maximum moment Neglect normal panel permissible stress pitch plane plate Problems purlin reaction resistance respectively resultant rivets roof safe section modulus shear shown in Fig side single sloping snow spacing span Spec splice steel sufficient Table tension tension flange Tension Member thickness timber top flange truss uniformly distributed vertical weight wheel wind