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Structural Analysis

Analysis Of Determinate And Indeterminate Plane Trusses

Analysis Of Indeterminate Beams And Frames

Fundamentals Of Structure, Slope And Deflection

Influence Line Diagram

Plastic Analysis Of Structure

Rolling Loads

Mechatronics Measurement Lab Equipment


Structural Analysis

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Offering you a complete choice of products which include Structural Analysis such as Analysis Of Determinate And Indeterminate Plane Trusses, Analysis Of Indeterminate Beams And Frames, Fundamentals Of Structure, Slope And Deflection, Influence Line Diagram, Plastic Analysis Of Structure and Rolling Loads.

Analysis Of Determinate And Indeterminate Plane Trusses

Deflection of determinate trusses by Castigliano's first theorem.b) Analysis of redundant trusses by Castigliano's second theorem, lack of fit, sinking ofsupport, temperature changes (indeterminacy up to second degrees).

Analysis Of Indeterminate Beams And Frames

Analysis of indeterminate beams: propped cantilever and fixed beams by strain energymethod, analysis of continuous beams by three moment theorem (Clapeyron theorem) up tothree unknowns.b) Castigliano's second theorem, analysis of continuous beams and rectangular portal frameswith indeterminacy up to two degrees.

Fundamentals Of Structure, Slope And Deflection

Basic concept of structural mechanics - types & classification of structures based on structural forms, concept of indeterminacy- static and kinematics degree of indeterminacy.b) Slope and deflection of determinate beams by Macaulay's method, concept of moment areamethod and conjugate beam method and its application.c) Strain energy: Castigliano's first theorem, application to find slope and deflection of simplebeams and frames.

Influence Line Diagram

Influence lines diagram: basic concept, Muller-Breslau's principle, influence line diagramfor simply supported, overhanging and compound beams.b) Influence line diagram: application of influence line diagram for determination of axialforces in the members of plane determinate trusses under dead load and live load.

Plastic Analysis Of Structure

True and idealized stress-strain curve for mild steel in tension, stress distribution in elastic,elasto-plastic and plastic stage. Concept of plastic hinge and collapse mechanism, statical andkinematical method of analysis, upper, lower bound and uniqueness theorem.b) Plastic analysis of determinate and indeterminate beams, single bay single storied portalframe.

Rolling Loads

Application of influence line diagram for determination of shear force and bendingmoment in beams due to uniformly distributed load, shorter and longer than span.b) Application of influence line diagram for determination of shear force and bendingmoment in beams due to two concentrated loads at some distance apart, series of concentratedloads, condition of maximum bending moment, absolute maximum bending moment, conceptof equivalent uniformly distributed load.

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