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GENERAL THEOREMS RELATING TO STRAIN ENERGY
Essential and redundant reactions in a beamBeam resting on more
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0+cos A. J. S. Pippard angle axial axis beam bow girder braced calculated CjDj component compression connected considered cos0 cross-sectional area curved member deflection determined direction of W2 due to bending equilibrium evaluated example external load system fixed flexural rigidity force H framework fuselage Hence Hooke's law hoop stress integrals just-stiff just.stiff frame length line of action loads Wj longeron M0 and H modulus of elasticity movement necessary number of bars obtained pinned plane frame point of application polygon radius reacting forces redundant members resultant actions rth side shear stress shearing force shown in Fig Simpson's rule space frame static static equilibrium statically determinate stiff joints strain energy due Strength of Materials stress analysis stress diagram structure struts supports Suppose symmetry tangential tangential component theorem of Castigliano torque total strain energy truss values of M0 vertical Wj and W2