## Elastic Stresses in Structures |

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according acting angles applied arch assume axes axis bars beam becomes bending moment body calculation centre line clear compared components compression compressive stress condition consider constant containing corresponding crown curve deduce deflection determine differential coefficients direction displacements distance distributed divided effect elastic element ends equal equating to zero equations expression external forces extrados fixed forces applied formula function give given half horizontal integration internal later left-hand length load means metre neglecting nodes normal pressure numerical obtain occur parallel plane portion practice principal prism quantities regard remain right-hand satisfied shearing force side ſº span strain structure substituting superload supports suppose surface temperature tension theorem tie-bars truss unknowns values vertical weight whole