Structural Theory and Design, Volume 1 |
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Contents
MATERIALS Mild and hightensile steel their manufacture | 1 |
STRUCTURAL MECHANICS Conditions for equilibrium | 28 |
STRUCTURAL ANALYSIS Bending moment and shear | 58 |
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A₁ angles applied area of B.M. axes axis B.M. diagram bars bending stress bricks bridge calculated cantilever cement cent centre column compressive stress concentrated loads contraflexure dead load deflexion deflexion due depth diameter displacement distance elastic line end fixed equations fixed end flange force formula frame free B.M. free end ft.-tons girder Hardy Cross horizontal inertia influence line Institution of Structural joint joist L.H. end L₁ L₂ live load M₁ maximum B.M. maximum shear mid-span moment of area moment of inertia moments negative B.M. panel points plate point load positive B.M. ratio reactions Reinforced Concrete rivets rolling loads safe load safe stress shear stress shown in Fig slab slope span steel strength Structural Engineers strut tensile tension thickness timber tons U₁ U₂ uniformly distributed load unit load vertical W₁ W₂ welds zero ΕΙ