Lakshmidhar kar 2011, modified iterative method used to analyze the interconnected grids. Ceu301 structural analysis ii prerequisite ceu 211 structural analysis i force method of analysis of indeterminate structures 10 hours analysis of rigid frames of different geometry by consistent deformation method settlement effects analysis of pinjointed trusses by consistent deformation method externally and. Three moment equation, slope deflection method, energy method, etc. Sa2 kanis method obj structural analysis beam structure. Frames are structures with at least one multi force member, i external reactions frame analysis involves determining. Explain how portal frames with side sways are analysed. Kani was a lecturer in structural theory during wwii. This method may be considered as a further simplification of moment distribution method wherein the problems involving sway were attempted in a tabular form thrice for double story frames and two. Chapter 3 analysis under vertical loading kanis analysis 21 substitute frame method 27 chapter 4 analysis under lateral loading kanis analysis 31 substitute frame method 32 chapter 5 conclusion conclusion 37 future scope of work 37. Module ii analysis of continuous beam and simple portals by kanis method, analysis of two pinned.
Methods like moment distribution and kanis method are iterative type and accuracy of results will be obtained through more iteration. Slope deflection, moment distribution and kanis methods. Chapter 3 analysis under vertical loading kanis analysis 21 substitute frame method 27 chapter 4 analysis under lateral loading kanis analysis 31 substitute frame method 32 chapter 5. Structural analysis analysis of continuous beam using.
Class note for structural analysis 2 fall semester, 20 hae sung lee, professor dept. This method is a modified form of kanis method, which is generally employed for the analysis of multistoried frame. Analyse the structure shown in figure using kanis method and draw bmd. L t a e m p ost in ranslation n nculturation ffect usic. Kani developed a method of iteration for statically indeterminate structures. This book, structural analysisii, is a revised edition of the book structural analysis volumeii, and it covers the analysis of indeterminate structures, and provides an introduction to the advanced methods of analysis like matrix method and plastic analysis. Ost in ranslation n nculturation ffect jica 2017 project preservation farming 123 pdf origin and development by conant levi. The force required for a spring produced by unit displacement is called a flexibility b stiffness c torsional d none 21. Numerous classical and matrix methods are available for analysis of a indeterminate structurecontinuous beam. Column analogy, energy methods for analysis of indeterminate beams and frames.
Analysis of continuous beam and simple portals by kanis method, analysis of two pinned and fixed arches with dead and live loads, suspension cable with two pinned stiffening girders. Page 2 question bank 2016 b write advantage of kanis. The middle and lower stories of unbraced multistory frames are the ones generally considered since in this region the columns are bent in almost symmetrical double curvature thus satis. The program is for rigid, plane frames of up to eight bays. Plastic modulus, shear factor, plastic moment of resistance, load factor, plastic. Matrix methods of analysis, stiffness and flexibility matrices of beams. Analysis of multistorey frames by approximate methods. And analysis of plane truss and axially rigid plane frames by stiffness method with kinematic indeterminacy. Kanis method of analyzing indeterminate structures, particularly, building frames was developed in germany in the year 1947 by dr. However, the method of analysis adopted depends upon the types of frame, its configuration portal bay or multibay multistoreyed frame and degree of indeterminacy. Bce 306 structural analysis ii module i introduction to force and displacement methods of structural analysis, analysis of continuous beam and plane frame by slope deflection method and moment distribution method. Influence line diagrams for statically indeterminate beams. Kanis method of structural analysis was developed by gasper kani. The continuous beam consist of the point load and the udl load, in this numerical we use kanis method to analyse the beam and get the final moments.
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