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Part ISTEEL STRUCTURES Chapter I TENSION MEMBERS ART PAGE 1 Fundamental Formulae for Tension Members
NonUpset Rod Tension Members
Upset Rod Tension Members
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allowable load applied area required assumed axial load bearing bending bottom flange centre of gravity centre to centre column compression members concentrated load connection connectors cover plate dead load deflection depth Design diagonal diameter distance Douglas fir eccentricity effective f-in fibre stress field rivets fillet flange angles flexural stress floor beam gauge lines gravity axis gross area gross section gusset plate Hence holes horizontal I-beam inches indicated in Fig inertia joists kips length live load maximum live-load maximum shear mid-span neutral axis number of rivets panel point permissible stress plane plate girder purlin radius of gyration reaction reinforced roof shearing stress shown in Fig single shear slab spacing span Spec splice plates steel stringer Table tensile stress tension flange Tension Member thickness timber top chord top flange truck truss uniformly distributed load Warren truss weight welds wheel width X f-in