Structural Analysis by Moment Distribution |
Contents
PART | 1 |
Settlement of beam supports 1 15 Design 1 16 Com | 21 |
PART II | 27 |
Copyright | |
3 other sections not shown
Common terms and phrases
algebraical sum applied arbitrary F.E.M.'s arbitrary sway moments B.M. diagram balancing moment carry Chapter 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 fixed frame in Fig frame shown free end girder give the moments I/L2 values inertia kip-ft kips live load load on span method of Moment method of Separate method of Successive MFBA MFBC Moment Distribution moment of inertia moments and forces moments in kip-in moments obtained Multiplying Factor non-sway analysis portion ABC propping force relative stiffness residual column resulting moments rotation Separate Joint Displacements shown in Fig side loading simply supported Sketch the B.M. slope span BC steps storey structure Successive Corrections symmetrically Taking moments three-span beam ton-ft ton-in tons unbalanced Vierendeel Truss ΦΑ