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CHAPTER PART I PAGE
Exact analysis of the deformation process
Practical applications of the derived relations
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absolute magnitude absolute values according to Eq according to Fig adjacent joints angle of rotation angles of displacement approximate values assumption ation beam stiffness factors calculation Chap closed structures column stiffness factors computation procedure constant stiffness factors continuous beam corresponding deformation constants deformation distribution deformation equations deformation errors deformation increments deformation q determined displacement angles displacement equations distributed deformations distribution of deformation effect evaluated exact values example expression external loading fixed-end moments floor coefficients follows frame of Fig geometric series given gives hold horizontal iteration joint-deformations knot stiffness factors larger number line of Table loaded joint loaded member location-fixed Maxwell's theorem member stiffness factors multi-storey frame normal forces number of deformation number of unknowns obtain percentage error practical primary deformation reduced stiffness factors relations resultant deformations shown in Fig sidesway solving substitute cantilever symmetrical Table 12 tion unloaded Vierendeel truss