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Settlement of beam supports 1 15 Design 1 16 Com
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A/rF actual stiffness algebraical sum applied arbitrary F.E.M.'s arbitrary sway moments calculated clockwise column head complex frames Consider the frame continuous beam corrective moments Dead load determined distribution cycle distribution factors end moments equal and opposite equations equilibrium final moments follows frame in Fig frame shown free end girder give the moments horizontal displacement I/L2 values inertia kip-ft kips live load load on span member BC method of Separate method of Successive MFAB MFBC moments and forces moments obtained moments of inertia Multiplying Factor non-sway analysis portal frame portion ABC propping force reinforced concrete relative stiffness residual column resulting moments rotation Separate Joint Displacements settlement shown in Fig side loading sign convention simply supported Sketch the B.M. slope solution span BC steps storey structure Successive Corrections symmetrically Taking moments three-span beam ton-ft ton-in tons unbalanced vertical loading Vierendeel Truss