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Settlement of an Intermediate Support p 6 Settlement of an External Support p
Single Span p 13 Two Spans p 14 Three Spans p
12 other sections not shown
analysed angular deformations angular gaps Appendix assumed axial forces beam Fig bending moment mb Bending moments due calculated from equations columns concentrated load constants and load continuous beams contraflexure curved beams curved members deflected shape due to unit effect of continuity EI6a EI6b EIA0 EIAh EIAm EIAo EIfi elastic constants equations 106 equations of equilibrium equilibrium of angular force H frame in Fig frame shown frames with curved horizontal translations influence line linear gaps load functions moments and forces moments and shearing non-prismatic beams Portal Frame prismatic beams Reinforced Concrete shearing forces shown in Fig simply-supported simultaneous equations span BC span CD Span Fig square inch statically-indeterminate bending moments Substituting these values symmetrical frames system of loading three-span truss shown two-span frames uniformly-distributed load unit bending unit horizontal force unsymmetrical vertical translations Vierendeel trusses zhps