The Displacement Method of Frame Analysis

anti-clockwise assumed bending moments caused bending moments due bending-moment diagram bracket C₁ and C₂ centre-line clockwise column consider constant section continuous beam cross section culvert dead load dead point depth at mid-span diagram in Fig Displacement Method Due to 02 effects equilibrium of joints F₁ F₂ feet units fixed-end bending moments Fixed-end Frame fixed-end values foot units frame in Fig girder given in Tabulation horizontal load influence lines K₁ and K₂ lb-ft left-hand line-diagram in Fig live load loading in Fig M₂ M3+ M₁ maximum MCLF member BC MEMBERS OF CONSTANT moment of inertia moments and shearing Movement numerical values parabolic soffit positive ratio Reinforced Concrete relative values rotation of joints rotational equilibrium shearing forces caused shown in Fig side sway slide-rule Solving Splay square foot Substituting these values symmetrical Table uniformly-distributed load values of C₁