Elementary Structural Problems in Steel and Timber |
Contents
Preface | 1 |
SingleAngle Tension Member Connected by One Leg by Two Lines | 8 |
DoubleChannel Tension Member Subjected to Bending at End Connec | 14 |
Copyright | |
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Common terms and phrases
applied assumed axial load bending bolts bottom flange carries a total centre of gravity centre to centre column compression flange compression members compressive stress concentrated load connection cover plates cross section dead load depth Design diagonal compressive distance Douglas fir eccentricity extreme fibre fibre stress field rivets fillers flange angles floor gauge lines gravity axis gross area gusset plate Hence holes horizontal I-beam in.³ inertia length lineal ft live load moment of inertia neutral axis normal to roof number of rivets panel permissible stress pitch plane plate girder purlin radius of gyration rafter reaction Required section modulus safe resistance shearing stress shown in Fig single shearing slope snow load span splice plates steel strut tensile stress tension flange tension member thickness tie rod timber top chord top flange total uniformly distributed truss uniform load uniformly distributed load washers weight